HomeMy WebLinkAboutPermit D19-0360 - 1147 BUILDING / SPECULATIVE SPACE - 2 SUITES, ACCESSIBLE PARKING AND NEW TOILET ROOMSSPECULATIVE -MAKE READY
1147 ANDOVER PARK W
APN: 3523049098
EXPIRED
05/10/2021
D19-0360
Parcel No:
Address:
Project Name:
0
�`^�xx "~� Tukwila
*°U�� ��o n K�nx��Una
Department ofCommunity Development
63OO8muthcenterBoulevard, Suite #1OO
Tukwila, Washington 9818Q
Phnne:2U6~431'3G7U
Inspection Request Line: 2O6-438'93SO
Web site: http://www.TukwilaWA.gov
DEVELOPMENT PERMIT
3523049098 Permit Number: D19-0360
SPECULATIVE - MAKE READY
Issue Date: 2/7/2020
Permit Expires On: 8/6/2020
Dwner.
Contact Person:
Name:
Address:
Contractor:
Name:
License No:
Lender:
Name:
ICON OWNER POOL 1 WEST LLC
ZNRIVERSIDE 5TEZ]SO,O1|[AGO,
WA, 60606
]ESS|[48RADL[Y(NELSON VVVY) Phone: (206)408'8635
12OOFIFTH AVE #13O0,5[ATTLE,WA,
98101
BOYCE CONSTRUCTION INC
62DSBgANDONST,S[ATTi[.WA,
98108
OWNER FUNDED
'''
Phone: (206)264-8085
Expiration Date: 1/2I/2022
DESCRIPTION OFWORK:
NEW DEMISE INFILL TO RECREATE (2) SEPARATE SUITES. NEW ACCESSIBLE PARKING. NON-STRUCTURAL
RENOVATION OF EXISTING CONDITIONED OFFICE SPACE BY ADDING (2) NEW TOILET ROOMS AND UPDATING
FINISHES.
Project Valuation: $75`000i00
Type ofFire Protection: Sprinklers: YES
Fire Alarm: NO
Type ofConstruction: U|B
Electrical Service Provided by: TUKVV|LA
Fees Collected: $2'255.07
Occupancy per IBC: 8
Water District: TUKVV|LA
Sewer District: TUKN/|LA
Current Codes adopted bythe City mfTukwila:
International Building Code Edition:
International Residential Code Edition:
international Mechanical Code Edition:
Uniform Plumbing Code Edition:
International Fuel Gas Code:
2015
2015
2015
2015
2015
National Electrical Code:
VVACities Electrical Code:
VVA[296-46B:
Code:
Public Works Activities:
[hanne|izahon/Sthpin8:
[unb[ut/Auass/Sidewa|k:
Fire Loop Hydrant:
Flood Control Zone:
Hau|ing/OvenizeLoad:
Land Altering:
Landscape Irrigation:
Sanitary Side Sewer:
Sewer Main Extension:
Storm Drainage:
Street Use:
VVober Main Extension:
Water Meter:
Volumes: Cut: O Fill: O
Number: O
V_ `^ 4 0 � _
��=
Permit Center Authorized Signature: «�v��~�^~^�*�~ » `�^ Date: w�--� ,;0,?-0
No
| hearby certify that | have read and examined this permit and know the same to be true and correct. All
provisions of law and ordinances governing this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provisions ofany other
state orlocal laws regulating construction orthe performance ofwork. (amauthorized tosign and obtain this
development perAit and agree to the conditions attached to this permit.
Signature:
1� 1
Print Name: l_}\Drp4-~ r,-lx~4 \ /���u��`-\ A~~�
.-`] \ �
This permit shall become null and void if the work is not commenced within 180 days -for the date of issuance, or if
the work is suspended or abandoned for a period of 180 days from the last inspection.
PERMIT CONDITIONS:
l: 'BUILDING PERMIT [OND|TlON5***
2: Work shall be installed in accordance with the approved construction documents, and any changes made
during construction that are not in accordance with the approved construction documents shall be
resubmitted for approval.
I All permits, 'inspection record card and approved construction documents shall be kept at the site of work
and shall be open to inspection by the Building inspector until final inspection approval is granted.
4: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for
nonstructural components. ASC[7,Chapter l3.
5: Partition walls shall not betied toasuspended ceiling grid. All partitions greater than 6feet inheight shall
belaterally b,aoedtothebui|dingstructune. Such bracing shall beindependent nfany ceiling splay bracing.
d: All construction shall bedone in conformance with the Washington State Bui|ding[ode and the
Washington State Energy Code.
7: All rack storage requires a separate permit issued through the City of Tukwila Permit�enter. Rack storage
over 8-feet in height shall be anchored or braced to prevent overturning or displacement during seismic
events The design and calculations for the anchorage or bracing shall be prepared by a registered
professional engineer licensed inthe State ofWashington. Periodic special inspection )srequired during
anchorage of storage racks 8feet orgrpaterinheight.
8: There shall be no occupancy of a building until final inspection has been completed and approved by
Tukwila building inspector. No exception.
��
�� a
9: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap
the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks,
wells, and other excavations. Final inspection approval will be determined by the building inspector based
onsatisfactory completion ofthis requirement,
lU: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the
City ofTukwila Building Department (ZO6'431'S67U).
Il: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center,
lZ: VALIDITY OFPERMIT: The issuance orgranting ofapermit shall not beconstrued tmbeapermit for, oran
approval of, any violation ofany ofthe provisions of the building code orofany other ordinances ofthe City
of Tukwila. Permits presuming tugive authority toviolate orcancel the provisions cf the code orother
ordinances ofthe City ofTukwila shall not bevalid. The issuance ofapermit based mnconstruction
documents and other data shall not prevent the Building Official from requiring the correction of errors in
the construction documents and other data.
13: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center (ZO6/43l'3S70).
17: The total numbercd0reexdn8uishennequinyihz/a|ighthazanjuocupancywithOasaAfkehazanbis
calculated atone extinguisher for each 3,OOOsq. ft. ofarea. The e*in8uishe/(s)should beof the "all
purpose" (ZA,IOBI)dry chemical type. The travel distance tnany extinguisher must be75'urless. (|F[
906.3) (NFPA 10' 5.4)
18: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is
calculated atone extinguisher for each l,5OOsq. ft. ofarea. The e/tinguisher(s)should beofthe "All
Purpose" (3A,4O8:[)dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (|F[
9063)(NFPA10,I4)
14: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied.
Hangers orbrackets shall besecurely anchored tothe mounting surface inaccordance with the
manufacturer's installation instructions. Portable fire extinguishers having agross weight not exceeding 4O
pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand-
held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that
its top ionot more than I5feet (lU67mm)above the floor. The clearance between the floor and the
bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (|F[9U67and |F[
906.9)
IS: Extinguishers shall be located in conspicuous locations where they will be readily accessible and
immediately available for use. These locations shall bealong normal paths of travel, unless the fire code
official determines that the hazard posed indicates the need for placement away komnormal paths of
travel. (|F[9O6.5)
16: Fire extinguishers require monthly and yearly inspections. They must have atag orlabel securely attached
that indicates the month and year that the inspection was performed and shall identify the company or
person performing the service. Every six years stored pressure extinguishers shall beemptied and
subjected tothe applicable recharge procedures. |fthe required monthly and yearly inspections ofthe fire
extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher
service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3)
19: Maintain fire extinguisher coverage throughout.
ZU: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge
or effort. (|F[1010l9)
21: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the
door handle |sengaged from inside the tenant space. (|F[Chapter lO)
22: Exit hardware and marking shall meet the requirements of the International Fire Code. (|FCChapter 1U)
23: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by
Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of
the wrist tooperate. (|FC1010l9])
24: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of
egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path
of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point
in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign,
whichever is less, from the nearest visible exit sign. (IFC 1013.1)
25: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high
with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have
letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing
between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in
the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The
word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign
illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction
shall be such that the arrow direction cannot be readily changed. (IFC 1013.6.1)
26: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than
90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency
power system provided from storage batteries, unit equipment or on -site generator. (IFC 1013.6.3)
27: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1
foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of
egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and
a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A
maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1008.3.5)
31: Fire protection systems shall be maintained in accordance with the original installation standards for that
system. Required systems shall be extended, altered or augmented as necessary to maintain and continue
protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems
shall be done in accordance with applicable standards. (IFC 901.4)
29: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3)
28: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department
review and approval of drawings prior to installation or modification. New sprinkler systems and all
modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory
Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire
Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence
without approved drawings. (City Ordinance No. 2436).
33: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may
require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437)
32: All new fire alarm systems or modifications to existing systems shall have the written approval of The
Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been
obtained. (City Ordinance #2437) (IFC 901.2)
30: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances
#2436and #2437)
34: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply
approval of such condition or violation.
35: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention
Bureau at (206)575-4407.
PERMIT INSPECTIONS REQUIRED
Permit Inspection Line: (206) 438-9350
1700 BUILDING FINAL**
0611 EMERGENCY LIGHTING
1400 FIRE FINAL
0409 FRAMING
0606 GLAZING
0502 LATH/GYPSUM BOARD
0406 SUSPENDED CEILING
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd, Suite 100
Tukwila, WA 98188
http://www.TukwilaWA.gov
Building Permit No. DI Cl 3 /0 0
Project No.
Date Application Accepted: I
Date Application Expires:
(For office use only)
-20
CONSTRUCTION PERMIT APPLICATION
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
**Please Print**
SITE LOCATION
King Co Assessor's Tax No.: 352304-9098
Site Address: 1147 & 1151 ANDOVER PARK WEST
Tenant Name: SPECULATIVE - MAKE READY
PROPERTY OWNER
Name: ICON OWNER POOL 1 WEST LLC
Address: 220 Commerce Drive, Suite 400
City: Fort Washington, State: PA Zip: 19034
CONTACT PERSON — person receiving all project
communication
Name: JESSICA B D EY E SON WW
Address: 1200 FIFTFI AVE, #1300
City: SEATTLE State: WA Zip: 98101
Phone: (206) 408-8635 Fax:
Email: JESSICABRADLEY@NELSONWW.COM
GENERAL CONTRACTOR INFORMATION
Company Name: TBD
Address:
City: State: Zip:
Phone: Fax:
Contr Reg No.: Exp Date:
Tukwila Business License No.:
Suite Number: Floor: 1
New Tenant: VI Yes El ..No
ARCHITECT OF RECORD
Company Name: NELSON WW
Architect Name: ADAM SEGALLA
Address: 1200 FIFTH AVE, #1300
City: SEATTLE State: WA
Zip: 98101
Phone: (206) 408-8500 Fax:
Email:
ENGINEER OF RECORD
Company Name: N/A
Engineer Name:
Address:
City:
State:
Zip:
Phone:
Fax:
Email:
LENDER/BOND ISSUED (required for projects $5,000 or
greater per RCW 19.27.095)
Name: SELF
Address:
City: State: Zip:
HAApplications \ Forms -Applications On LineV201 1 Applications \Permit Application Revised - 8-9-11.doc8
Revised: August 2011
bh
Page 1 of 4
BUILDING PERMIT INFORMATION — 206-431-3670
Valuation of Project (contractor's bid price): $ 75,000
Describe the scope of work (please provide detailed information):
NEW DEMISE INFILL TO RECREATE (2) SEPARATE SUITES. NEW ACCESSIBLE PARKING.
NON-STRUCTURAL RENOVATION OF EXISTING CONDITIONED OFFICE SPACE BY ADDING 2 NEW TOILET
ROOMS AND UPDATING FINISHES.
Existing Building Valuation: $
Will there be new rack storage? Yes I.. No If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
Existing
Interior Remodel
Addition to
Existing
Structure
New
Type of
Construction per
IBC
Type of
Occupancy per
IBC
Is' Floor
1,588
III-B
B/S-1
2'1 Floor
3rd Floor
Floors thru
Basement
Accessory Structure*
Attached Garage
Detached Garage
Attached Carport
Detached Carport
Covered Deck
Uncovered Deck
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq 11): Floor area of principal dwelling: Floor area of accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: Compact: Handicap:
Will there be a change in use? Ei Yes ..... No If "yes'', explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
21 Sprinklers LJ Automatic Fire Alarm 111.......None 0 Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes RI No
If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets.
SEPTIC SYSTEM,
0.,.....On-site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
HAApplicationsWorms-Applications On Linek2011 Applications \Pennit Application Revised - 8-9-1 1.docx
Revised: August 2011
bh
Page 2 of 4
PUBLIC WORKS PERMIT INFORMATION — 206-433-0179
Scope of Work (please provide detailed information):
Modifications to existing space to suit new tenant, including but not limited to: relocation of display cases and fixtures to new
location 2100, demolition of interior display partitions with wall patches at the location of demolition. Tenant signage will be
connected to existing electrical utilities. New slat walls will be installed along the entire length of both sides of the store.
Call before you Dig: 811
Please refer to Public Works Bulletin #1 for fees and estimate sheet.
Water District
m ...Tukwila ❑...Water District #125
❑ ...Water Availability Provided
Sewer District
m ...Tukwila
❑ ...Sewer Use Certificate
❑...Valley View
... Sewer Availability Provided
❑ .. Highline ❑ .. Renton
❑ .. Renton ❑ .. Seattle
Septic System:
0 On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department.
Submitted with Application (mark boxes which apply):
❑ ...Civil Plans (Maximum Paper Size — 22" x 34")
❑ ...Technical Information Report (Storm Drainage)
❑ ...Bond 0 .. Insurance ❑ .. Easement(s)
Proposed Activities (mark boxes that apply):
❑ ...Right-of-way Use •• Nonprofit for less than 72 hours
0 ...Right-of-way Use •- No Disturbance
❑ ...Construction/Excavation/Fill - Right-of-way
Non Right-of-way 0
❑ ...Total Cut cubic yards ❑ .. Work in Flood Zone
❑ ...Total Fill cubic yards ❑ .. Storm Drainage
❑ ...Sanitary Side Sewer
0 ...Cap or Remove Utilities
0 ...Frontage Improvements
0 ...Traffic Control
❑ ...Backflow Prevention - Fire Protection
Irrigation
Domestic Water
❑ .. Abandon Septic Tank
❑ .. Curb Cut
❑ .. Pavement Cut
❑ .. Looped Fire Line
❑ .. Geotechnical Report
❑ .. Maintenance Agreement(s)
❑ ...Traffic Impact Analysis
0 ...Hold Harmless — (SAO)
...Hold Harmless - (ROW)
❑ .. Right-of-way Use - Profit for less than 72 hours
❑ .. Right-of-way Use — Potential Disturbance
❑ .. Grease Interceptor
❑ ., Channelization
❑ .. Trench Excavation
❑ .. Utility Undergrounding
0 ...Permanent Water Meter Size... WO #
❑ ...Temporary Water Meter Size .. WO #
0 ...Water Only Meter Size WO # ❑...Deduct Water Meter Size _ "
0 ...Sewer Main Extension Public 0 Private 0
0 ...Water Main Extension Public ❑ Private 0
FINANCE INFORMATION
Fire Line Size at Property Line Number of Public Fire Hydrant(s)
0 ...Water
0 ...Sewer ❑ ...Sewage Treatment
Monthly Service Billing to:
Name: Day Telephone:
Mailing Address:
Water Meter Refund/Billing:
Name:
Mailing Address:
City
State Zip
Day Telephone:
City
State Zip
H;\Applications\Forms-Applications On Linc\2011 Applic
Revised. August 2011
bh
it Application Revised - 8-9-1Ldocx
Page 3 of 4
PERMIT APPLICATION NOTES —
Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject
to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation.
The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be
requested in writing and justifiable cause demonstrated. Section 105.3,2 International Building Code (current edition).
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT,
BUILDING OWNER OGENT:
Signature:
Print Name: Jess
Mailing Address:
1200 FIFTH AV . #1300
Date: 11/09/2019
Day Telephone: (206) 408-8635
Seattle WA 98101
City State Zip
HAApplications\Forms-Applications On Line\2011 Applications\Permzt Application Revised - 8-9-1 I.docx
Revised: August 2011
bh
Page 4 of 4
Receipt Number
_ . DESCRIPTIONS
PermitTRAK
I ACCOUNT I
QUANTITY I
PAID
$1,402.68
D19-0360 Address: 1147 ANDOVER PARK W Apn: 3523049098
$1,402.68
Credit Card Fee
$40.85
Credit Card Fee
R000.369.908.00.00
0.00
$40.85
DEVELOPMENT
, $1 298.17
PERMIT FEE
R000.322.100.00.00
0.00
$1,273.17
WASHINGTON STATE SURCHARGE
8640.237,114
0.00
$25.00
TECHNOLOGY FEE
$63.66
TECHNOLOGY FEE
TOTAL FEES PAID BY RECEIPT: R20048
R000.322.900.04.00
0.00
$63.66
$1,402.68
Date Paid: Friday, February 07, 2020
Paid By: ROBERT BOWELL
Pay Method: CREDIT CARD 06510G
Printed: Friday, February 07, 2020 8:29 AM 1 of 1
SYSTEMS
0
CO TUKWILA ETRAKIT
6200 SOUTHCENTEK BLVD
TUKWILA, WA 98188
206'433-I870
CITY OF TUKWILA
0017348008802374464500
Date: 82/07/2028 08:29:03 AM
CREDIT CARD SALE
VISA
CARD NUMBER: TKAN AMOUNT: $1,402.68
APPROVAL [D: 00510G
RECORD #: 000
cLsnx ID: Bill
x
{CARDHOLDER'S SIGNATURE)
I AGREE TO PAY THE ABOVE TOTAL AMOUNT
ACCORDING TO THE CARD ISSUER AGREEMENT
(MERCHANT AGREEMENT IF CREDIT VOUCHER)
Thank you!
Merchant Copy
Cash Register Receipt
City of Tukwila
DESCRIPTIONS ACCOUNT
PermitTRAK
D19-0360 Address: 1147 ANDOVER PARK W Apn: 3523049098
Credit Card Fee
Credit Card Fee
DEVELOPMENT
PLAN CHECK FEE
TOTAL L FEES PAID BY RECEIPT: R19039
4
R000.369.908.00.00
R000.345.830.00.00
Number
R$039
QUANTITY
0.00
$852.39
Date Paid: Friday, November 08, 2019
Paid By: THOMAS FINK
Pay Method: CREDIT CARD 094098
Printed: Friday, November 08, 2019 2:07 PM 1 of 1
SYSTEMS
CO TUKWILA ETRAKIT
6280 S0UTHCENTEV 8LVQ
TUKWILA, NA 98188
206-4]]'1870
CITY OF TUowzLA
0017340000802374464500
Date: 11/08/2019 02:0651 PM
MASTERCARD
c4no NUMBER:
TRAN AMOUNT:
APPROVAL [D:
RECORD #:
CLERK ID:
x
CREDIT CARD SALE
**********5520 x
$852.39
094098
000
+rankie
{[xnoVOLosx'5 SIGNATURE}
I AGREE TO PAY THE ABOVE TOTAL AMOUNT
x[[0RozmG TO THE [Ano ISSUER xGnssmsmT
(Msn[Hmv7 xGxcsMsmT IF [nsoIT v0U[*sR)
Thank you!
Merchant Copy I
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Project:
Type of Inspection:
Address:
1/971 410
gate Called:
Special Instructions:
'
Date lCanted:
a.m.
p.m.'
'Requester:
?-l0 Cv . -Z
Phone N+ :
Approved per applicable codes. U Corrections required prior to approval.
CQMMENTS:
gefikb
Inspector:
Date:
REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Project:
5/0E-eu44-77ve
Type of nspection:
fifs4/A/6.
Address:
/1/7. /9#40a0-if Pnl'elt
..
Rif
Date Called:
Special Instructions:
Date Wanted:
.5" 4.7
a.M.
P•m•
Requester:
Z a 49 -
Phone No:
Ap
ar to p ov_al.
COMMENTS:
/Pie
'Inspector:
Date:
REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
•
Lighting Summary
2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stones an. all R1
LGT-SUM
vi
Project Info
Compliance
forms do not
a
password to
use.
Instructional and
calculating cells
are write -
protected.
Project Title: 1147 & 1149 Andover Park
¢tCODE -'--/l
�C'E
Applicant Information. Provide contact information for individual who can
PP
respond to inquiries about compliance form information provided.
For Buildin p+p D
v
DECequire
Q 5 2019
BUILD NGTujla
DIVISION
Company Name: NELSON
Company Address: 1200 5th Ave, Suite 1300
Applicant Name: Jessica Bradley
Applicant Phone: 206-408-8635
Applicant Email: Jessica.Bradley@nelsvnww.com
Project Description
0 New Building 0 Addition ® Alteration
Include PROJ-SUM form (included in envelope forms workbook) with lighting complliance
■
Plans n
forms.
Building Additions
Refer to Section C502.2.6 for additional
requirements.
FIL
Compliance Method
Interior lighting
Exterior lighting
Lighting systems in addition area comply with all applicable
provisions as a stand alone new construction project
M
Lighting systems in addition are combined with existing
building lighting systems to demonstrate compliance
a
o
Addition is combined with existing:
For interior lighting projects, include new + existing interior
Lighting Wattage table in LTG-INT-BLD or LTG-INT-SPACE
For exterior lighting projects, include new + existing exterior
Tradable and Proposed Non -Tradable Lighting Wattage tables
lighting fixture
form.
lighting
in LTG-EXT
fixture
wattage
vtettage
form.
in Proposed
in Proposed
Interior
Lighting
Select
Control
of
combination
50%
in
fixtures
provide
compliance
conditions.
type
lighting
Refer
requirements.
All
commissioned
the
some
alteration
•the
and Exterior
Alterations
all Lighting Power and Lighting
elements that apply to the scope
retrofit project. If project includes a
of spaces where less than
of the existing fixtures are replaced
spaces, and 50% or more of the
are replaced in others, then
separate lighting power
forms for the tvto retrofit
Spaces undergoing the same
of retrofit may be combined into one
power compliance form.
to Section C503.6 for additional
lighting controls shall be
perC408.3.
No changes are being made to
interior or exterior lighting
systems and existing space
uses and configuration are not
changed
Lighting Power
Interior lighting
Parking
garage
Exterior lighting
50% or more of existing are replaced
Q
0
Less than 50% of exis#ing are replaced
®
•
Q
Lamp and/or ballast replacement only
— existing total wattage not increased
Q
D
a
50% or more replaced - Total lighting power of new + existing -to -remain fixtures shall comply vdth
total LPA per Sections C405.4.2 and C405.5.2. Include new + existing -to -remain fixtures in
Proposed Lighting Wattage table in LTG-INT-BLD, LTG-INT-SPACE or LTG-EXT form.
Less than 50% replaced - Total lightingpovier of new + existing -to -remain fixtures shall not exceed
the total lighting pouter prior to alteration. Include new + existing -to -remain fixtures in the Proposed
Lighting Wattage table in LTG-INT-BLD, LTG-INT-SPACE or LTG-EXT form.
50% threshold applies to number of luminaires for interior spaces and parking garages, and total
installed tiettage for exterior luminaires.
Lighting Controls
hteriorlighting
Parking garage
Exterior lighting
New wiring installed to serve added
fixtures and/or fixtures relocated to
new circuit(s)
0
•
0
New or moved lighting panel
0
0
Interior space is reconfigured -
luminaires unchanged or relocated
New wiring or circuit - For interior lighting, provide required manual controls per C405.2.3,
occupancy sensor controls per C405.2.1, daylight responsive controls per C405.2.4 and application
specific lighting controls per C405.2.5. For exterior lighting, provide required controls per C405.2.7.
New or moved panel - Provide all applicable lighting controls as noted for New Wiring and automatic
time switch controls per C405.2.2.
Reconfigured interior space - Provide all required lighting controls that apply to a new interior
space. Application specific lighting control provisions per C405.2.5 do not apply to reconfigured
Change of Space Use
•
Identify
table
Existing interior lighting systems in areas under -going a change in space use are upgraded to
comply with LPAs for the new space types per Tables C405.4.2(1) or C4D5.4.2(2).
interior spaces requiring LPD upgrade to the current Code in Proposed Lighting Wattage
in LTG-INT-BLD or LTG-INT-SPACE form. RECEIVED
NOV 0 8 2019
PERMIT CENTER
Lighting Summary, cont.
LGT-SUM
2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1
Revised July 2016
Project Title: 1147 & 1149 Andover Park Date 11/6/2019
Interior Lighting System
Description
Interior Lighting Power
Allowance Method
• Building Area Method • Space -by -space Method
Select method used in project.
Interior Lighting Controls
■ All C405.2.1- C405.2.8 Controls Q C405.2 Exception 5 Luminaire Level
Lighting Control (LLLC)
Q Additional Efficiency Package Option
C406.4 Enhanced digital lighting controls
To comply with C406.4, no less than 90% of the total installed interior lighting power shall comply with
required controls per C406.4.
Dwelling Unit Interior
Lighting
Permanently installed interior lighting fixtures in dwelling units comply with: illi No Dwelling
0 C405.2 thru C405.5 Commercial Lighting Controls and LPA Units
0C406.3 High Efficacy Lighting
a
Exterior Lighting System
Description
D,.. .,. ... ., .... . _., a=
Interior Lighting - Space -By -Space Method
LTG-1NT-SPACE
2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 ()ler 3 stories and all R1
Re4sed July 2016
Project Title: 1147 & 1149 Andover Park
Date 11/6/2019
Calculation
Area"'
0 0 Addition - 0 Addition
stand alone + existing
ii Spaces where < 50% of a Spaces where 50% of 0
luminaires are replaced '''' luminaires are replaced
For Building Department Use
LPA
Calculation
Type
0 Standard 0 Additional Efficiency Package Option 0
C406.3 Reduced Interior Lighting
To comply truth C406.3, the Proposed LPD shall be 25% lower than the Target LPA.
Refer to C406.3 for additional requirements.
Maximum Allowed Lighting Wattage'
Location (plan #,
room #)
Space Type
Ceiling
Height MCYrE 2
Gross Interior
Area in ft2
Allowed
Watts per ft2
Watts Allowed
(watts/ft2 x area)
101
Office: Open plan
9'
6 98
0 . 7 8 0
544
102
Office: Enclosed
9'
227
0890
2 02
103
Conference/meeting/multipurpose
9'
137
0. 98 0
134
105
Restroom: all other
9'
4 7
0 • 780
37
106
Restroom: all other
9'
9 7
0 . 7 80
37
107
Lounge/breakroom: all other
9'
308
0 . 580
17 9
Lobby Art/Exhibit Display Allowance from LTG-INT-DISPLAY NcTrE a
Total Area
Retail Display
1464
LTG-INT-DISPLAY
Allowed Watts
Allowance from
1133
Proposed Lighting Wattage "°"'
Location (plan #,
room #)
Fixture Description N°T"' 56
Number of
Fixtures
Watts/
Fixture 14°TE 7
s
Watts
Proposed
2x4
30
18
54 0
1x4
2
30
60
Proposed Retail Display Lighting from LTG-INT-DISPLAY
Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting Total Proposed Watts
600
Interior Lighting Power Allowance COMPLIES WIT H C406.3
Note 1 - List all unique space types per Table C405,4.2(2) that occur in the project scope. Select space type category per from drop down menu_
Note 2 - Indicate ceiling height for atriums and spaces utilizing the ceiling height adjustment per Table C405.4.2(2), Footnotes d thru f.
Note 3 - List all proposed lighting fixtures including exempt lighting equipment and existing -to -remain fixtures.
Note 4 - For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included).
For
track fighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information,
Note 5 - For lighting equipment eligible for exemption per C405.4.1, note exception number and leave Watts/Fixture blank.
Note 6 - Existing -to -remain fixtures shall be included in the Proposed Lighting Wattage table in the same manner as new fixtures. Identity as
existing
in fixture description.
Note 7 - For proposed Watts/Fixture enter the luminaire wattage for installed lamp and ballast using manufacturer or other approved source. For
luminaires Inith screw -in lamps, enter the manufacturer's listed maximum input wattage of the fixture (not the lamp aettage). For low
voltage
lighting, enter the wattage of the transformer. For line voltage track/busway systems, enter the larger of the attached luminaire wattage or
wetts/fineal foot, or enter the wattage limit of permanent current limiting device.
Note 8 - Lobby Art/Exhibit Display Alkmence is independent of the Maximum Allowed Lighting Wattage.
Note 9 - Calculation Area Details:
a, Lighting fixtures in a building addition may comply as a stand alone project, or they may be combined with the overall existing building
lighting systems to demonstrate compliance. Refer to C502.1.
50
Notation:
91M7 COORD COPY
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D19-0360
DATE: 11/08/20 9
PROJECT NAME: SPECULATIVE - MAKE READY
SITE ADDRESS: 1147 ANDOVER PARK W
X Original Plan Submittal
Response to Correction Letter #
Revision # before Permit Issued
Revision # after Permit Issued
DEPARTMENTS:
Nfi
Building Division
Public Works
Fire Prevention
Structural
OK 11\14°1
Planning Division II
Permit Coordinator II
PRELIMINARY REVIEW:
Not Applicable ri
(no approval/review required)
DATE: 11/12/19
Structural Review Required
REVIEWER'S INITIALS: DATE:
LI
APPROVALS OR CORRECTIONS:
Approved
Corrections Required
DUE DATE: 12/10/2019
Approved with Conditions [i]
Denied
(corrections entered ' Reviews)
to(ie: Zoning Issues)
notv '14 -
REVIEWER'S INITIALS: DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW D Staff Initials:
12/18/2013
0 Some online services are current y unavailable. See a list of service outages. (htts://InLwa.gov/aency/systm-status)
A
.,11 A
ihLabor & Indust-ies (https://1,
Contractors
BOYCE CONSTRUCTION INC
Owner or tradesperson
Principals
BOWELL, ROBERT
BOWELL, SHERI
Doing business as
BOYCE CONSTRUCTION INC
WA UBI No
601 538 339
628 SOUTH BRANDON STREET
SEATTLE, WA 98108
206-264-8085
KING County
Business type
Corporation
Governing persons
ROBERT
A
BOWELL
SHERI LUCILLE BOWELL;
License
Verify the contractor's active registration / license / certification (depending on trade) and any past violations.
Construction Contractor Active
Meets current requirements.
License specialties
GENERAL
License no.
BOYCECI066QQ
Effective — expiration
11/18/1994— 01/21/2022
Bond
DEVELOPERS SURETY & INDEM CO
Bond account no
178017C
$12,000 00
Received by L&I Effective date
12107/2001 11/18/2001
Expiration date
Until Canceled
Insurance
WESTERN NATIONAL MUTUAL INS $1,000,000,00
Policy no,
CPP119931300
Received by L&I Effective date
11108/2019 11/18/2018
Expiration date
11/18/2020
Insurance history
Savings
No savings accounts during the previous 6 year period.
Lawsuits against the bond or savings
.. .
No lawsuits against the bond or savings accounts during the previous 6 year period.
L&I Tax debts
E
E
PLANT SCHEDULE - TREES AND SHRUBS
TREES
Or'(
BOTANICAL / COMMON NAME
CAL.
DE5C.
5
ACER RUBRUM 5OPSHALL'
B4B/CONT.
2.5" CAL., IZ-15'HT.
BONHALL MAPLE
"0
Ar,rR FzueRum 'FRANKep=�,
54E/CONT.
25' CAL, IZ-15'HT.
171 _'
f
RED SUNSET MAPLE
I
CORNU5 KOUSA '5ATOMI'
B4B/CONT.
L)'-IO'HT.
1(ld
5ATOMI POONOCIP
4
MALU5 X '6OLVEN RAINDROPS'
BtBICONT.
V MIN. HT.
0
6OLDEN RAINDROPS CRAEAPPLE
1
-7
N'YSSA SYLVATICA 'HAYMAN5 RED'
545/CONT.
2.5" CAL., IZ MIN. HT.
0
HAYMAN'5 RED TUPELO
-1
05TRYA VIR&INIANA
B$B/CONT.
25"CAL, 10-12'MIN. HT.
AMERICAN HOPHORNBEAM
A�
L±r�
1_�%�4
I
OUERCU5 FRA NETTO 5CHMIDT'
545/CONT.
2.5" CAL., 12'-15' HT.
j/_t�
i
FOREST 5REEN OAK
'7
5YRINr5A RETICULATA'IVOR`r` SILK'
5413/0ONT.
5' MIN. HT.
IVORY SILK JAPANESE TREE LILAC
5
TILIA CORDATA'CORZAM'
545/CONT.
Z5" CAL., 12'-15'HT.
CORINTHAN LINDEN
ro
TEU&A MERTENSIANA
B$B/CONT.
&'-V HT.
4�0
MOUNTAIN HEMLOCK
SHRUBS
07Y
BOTANICAL / COMMON NAME
51ZE
SPACIN&
aa
CAREX AUREA
I SAL
210.0.
6OLDEN 5ED6E
44
CORNUS STOLONIFERA 'KEL5EYI'
54E/CONT. 15" MIN. HT.
3-117O.C.
0
KELSEY D06Y,100D
124
FE5TUCA CAHOEN515 'el5KIYOU BLUE'
I &AL
21 O.C.
0
515KIYOU BLUE FESCUE
(51
HEMEROGALL15 X 'HAPPY RETURNS'
I 6AL
2' O.C.
HAPPY RETURNS DAT'LILY
22
ILEX CRENATA 'SKY PENCIL'
545/CONT. MIN.3'HT.
310.6,
9
SKY PENCIL JAPANESE HOLLY
ILEX CRENATA '50FT TOUCH'
545/CONT. 15" MIN. HT. 15
O.C.
SOFT TOUCH JAPANESE HOLLY
I
112
MAHONIA AaUIFOLIUM 'COMPAcSTA'
B$5/0ONT. 15" MIK HT.
3-1/2' O.C.
COMPACT CRE60N 6RAFE
14q
MAHON A REFEN5
I &AL
210.0.
0
CREEPINS MAHONIA
50
MISCANTHUS 5INEN515'MORNINry LIISHT'
545/0ONT. 15" MIN. HT.
3-1/2'0.0�
FULALIA 6RASE,
5
FOLY5TICHUM MUNITUM
2 6AL
0
NE5TERN 5NORD FERN
al
POTENTILLA FRUT�C,05A'REV ACE'
565/CONT. 15" MIK HT,
0
RED ACE POTENT LLA
2q
SARCOCOCCA HOOKEPANA HUMILIE,
1345/CONT. 15`MIN. HT.
51 O.C.
0
CREEPIN& 5YiEET BOX
16
5FIRAEA JAPONICA 'MA&IC CARPET'
E$E/CONT. 15" MIN. HT.
51 O.C.
MA61C CARPET 5FIREA
PLANT SCHEDULE - GROUNDCOVER
&ROUND COVERS
OTY
BOTANICAL / COMMON NAME
SIZE
5FACINe
1054
ARCTOSTAPHYLOS UVA-UR5I 'MASSACHUSETTS'
I rvAL
1-112'O.C.
MA55ACHUSETTS KINNIKINNICK
4C,5
BIORETENT:ON MIX PLANTIN&S
I &AL
1-1/2'0.0.
f1fly, I
5 ORETENT ON FLANTIN& MIX
(fill (", , :f
ARRAN&E PLANTS IN 6ROUPIN&5 OF 5-7
f f
SAME: OAREX 5TIFATA, JUNCU5 EN51FOLIU5,
"fif, I I
TENUS, IR15 DOUrvLA51ANA
�g
COTONEA5TER DAMMERI 'LOViFAST'
I &AL
1-112'O.C.
BEAPBEPRT' COTONr=A5TER
42-7
EUONYMU5 FORTUNEI
I c9AL
rF) U 1!�Tk��Wms
ACCORDIN6 TO THE TUKI/qILA MUNICIPAL CODE, ALL PLANT MATERIAL SHALL ADHERE TO THE FOLLONINry MIN.
5TANDAR05 AT THE TIME OF FLANTIN& (FOP MORE INFO, SEE PLANT 5CHEDULE5, THIS 5HEFT):
- PLANTS SHALL MEET THE AMERICAN STANDARD FOP, NURSERY PLANT 5TOCIK (AMERICAN NURSERY AND
LANPSCA'PE ASSOCIATION - ANLA) AS IT NON READS AND 15 HEREAFTER AMENDED, AND SHALL BE
HEALTHY, VI(SOROU5 AND I-ELL-FORMEP, NITH YiELL-DEVELOPEIP, FIBROUS ROOT SYSTEMS, FREE FROM DEAD
BRANCHES OR ROOTS. PLANTS SHALL BE FREE FROM PAMA6E CAUSED BY TEMP. EXTREMES, FRE-FLANTIN&
OR ON -SITE STORA&E, LACK OF OR EXCESS MOISTURE, 11,15ECT5, DISEASE, AND MECHANICAL IN.JUFY. PLANTS
IN LEAF SHALL BE NELL FOLIATED AND OF 600P COLOR. PLANTS SHALL BE HABITUATED TO OUTDOOR
ENVIRONMENTAL CONDITIONS (IE HARDENED OFF).
- EVER&PEEN TREES: MIN, &'HT.
- DECIDUOUS TREES: MIN. 2.5" CAL. (AT 6" HT. OFF &ROUND)
- 5HRU55: MIN. 15" HT., FULL AND EU5HY
R
i...... ..... 0, 0
S-1 I
S-102
-Satomi Dogwood
\--3-Westem Sword Fern
Red Ace Potentilla-5—i
sachusE-----'
4ts Knmkinmck 7-T,2W- Wintercree, ..... 5 Kelsey Dogwood
4
F01-0-51--,
tention Planting Mix-283 Red Are Potentilla-4-
01-05
-7-Soft Touch Japanese Holly
Wintercreeper-25
1'. Fs
W
qg
4-Red AcD Potentilla -6--Kelsey Dogwood
a 0 Eulalia Grass-2-
53-Wintercreep
Mahonia
't441f;" —4 <
WO 11! -Ivory Silk Japanese Tree Lila 0 in
5 Kelsey Dogwood
0
60 PINES=
10ountain Hemlock
110 Creeping Sweet Box-6---/
'10 1110, 1-0-Ir 10", IMF'
'77 "11100 1111 1111111
W W
J!"MEV--9-Happy Returns Daylily u) uj
OW 0 u
IVAN z
Z
�01-04 Red Ace Potentilla-6--- �5
. "I.
Win
w.....".-I-Sachusetts, Kinnikinnick
-Bioretention Planting Mix 2 Soft Touch Japanese Holly 34 0
5
3rj in 11
... 17-Wintercreeper py. z 15 2
Wtntercreeper-17 Returns Daylily Fil I
01% 0 z 'm
5Happy
-Wintercr ........ L�, ..... I U 0
43 U
qpq
.... ... -05
01
A 2" gmil
gsLg
m
ping Mahonia
00 oo
ce Potentilla
5 Soft Touch Japanese Holly
Oil
6 Compact Oregon Grape 0
Aountain Hemlock
I -Magic Carpet Spirea
IS
3 Eufalia Grass
---------------
9mv
MIMII
LITTER, RECEPTACLE: D15PATCH RECEPTACLE AS AVAILABLE FROM
FORM5+5URFACES AS AVAILABLE FROM FORM5+SURFACES (600.451,0410).
- = J 0
1 IE= =
'711
PARKIN(5 FROVIPED q2 STALLS
RECEPTACLE SHALL BE SURFACE MOUNTE12 PER MANUFACTURER'S
RECOMMENDATIONS.
IE1 I I I I I 1=1 I 1=1 I
F0110ER-COATEP CAST ALUMINUM CONSTRUCTION IN
STANDARD COLOR PER ARCHITECT.
WEED BARIER FABRIC,
LANDSCAPE AREA REOUIRED q2 X 20 5P. = I,a4O S&T.�EC �D
0F%VEV0j
ex P. 0?
0 P-9
( :,' BENCH NITH ENE? AND INTERMEDIATE ARMS. KNI.HT BENCH NITH ALUMINUM
UP SIDES OF EDGE.
LANDSCAPE AREA PROVIDED 4,100 S.F. FEB 27 20h.
DESIGNER: PE A
5LAT5 AS AVAILABLE FROM r-ORM5+SURFACES (aOO.451.0410) IN STANDARD
COLOR PER ARCHITECT. BENCH SHALL BE SURFACE MOUNTED PER
COMPACTED SUB -GRADE.
SHEET NOTES PERMIT CEISITE
J.MCFARILAND
F6RAWN By:
MANUFAr-TURERIS RECOMMENDATIONS.
8- BENCH
L. REFER TO DETAILS AND 5PE0IFI(:,ATION5 FOR ADDITIONAL INFORMATION.
J. MCFARLAND
PROVED BY
V41TH END AND INTERMEDIATE ARMS. KNICHT BENCH NITH ALUMINUM ALUMINUM EDGING WITH 12" 2 NO PLANT SUIBSTITUTION5 SHALL DE PERMITTED HITHOUT PRIOR APPROVAL
SLATS, AS AVAILABLE FROM FORMS+SURFACEE, (600.451.0410) IN STANDARD OF LANDSCAPE ARCHITECT/OYiNER.
COLOR PER ARCHITECT, BENCH SHALL BE SURFACE MOUNTED PEP,
ALUMINUM SPIKES. STAKE
LGLANDER
MANUFACTURER'S RECOMMENDATIONS.
APPROX. EVERY 2 Y2% TYP.
5. ALL NORK SHALL 5E PERFORMED TO THE SATISFACTION OF THE
DATE:
BIKE PACK SHALL BE CAPITOL BIKE RACK AS AVAILABLE FROM FORMS AND
EDGING SHALL BE PERMALOC CLEAN LINE ALUMINUM
LANDSCAPE ARCHITEC-T/ONNER.
OCT 19, 2018
JOB NO:
SURFACES, 600.451.0410 OR APPROVED EOUAL. COLOR SHALL BE ALUMINIUM LANDSCAPE EDGING (3/16" X 4"), FINISH SHALL BE (ME) 4� PLANT LIST OUANTITIE5 ARE 5HOAN FOR REFERENCE ONLY. CONTR-A-TOR 15
TEXTURE, PROVIDE OUT SHEET TO ONNEIR FOR APPROVAL PRIOR To ORDERINr,.
MILL FINISH - NATURAL ALUMINUM AS AVAILABLE FROM
RESPONS15LE FOR VERIF`r`11,16 ALL OUANTITIE5 IN LIST KTH ACTUAL PLAN
CALL-OUT5, AND INSTALLINS PLANTIN65 PER THE LANDSCAPE PLAN.
2540.01
DRAWING FILE NO:
PERMALOC, (800) 356.9660 OR APPROVED EQUAL. &ROUNVOOVER OUANTITIE5 SHALL 5E AO-JU5TFP AS REOUIRED FOP FIELD
TREE PLANTER: 5'X 5 X VVEPTH PRECAST REiNFoRoED CONCRETE PLANTER CONDITIONS AT THE SPECIFIED 5FACIN6,
SHALL BE TF4205 (COLOR AND FIN15H PER ONNER) AS AVAILABLE FROM
2540.01 X-LS
DRAWING NO:
LS-01
BELSON OUTDOORS (NAPERVILLE, IL IDOO-525-5( 564 VqMBELSON.COM) OR 5. ALL PLANTS MUST BE APPROVED 5Y LANDSCAPE ARCHITECT OR OyiNEPS
APPROVED MANUFACTURED OR CAST -IN -PLACE EOUAL. ALL PLANTERS ALUMINUM EDGE AT ROCK MULCH BORDER REPRESENTATIVE PRIOR TO INSTALLATION.
SHALL
HAVE MIN. FOUR (4) 2" PRAIN HOLES, SEE CIVIL PLANS AND LANPSCAFE
SHEET NO.,
SPECIFICATIONS, Y = V-0" P-CO-HIL-14 6. EXISTIN& TREES NO EXISTIN& TREES ARE PLANNED TO BE RETAINED ON
51TE�
I OF 4
TRIANGULAR SP
PLANTING BED
CONTINUOUS OUTER ROW OF PLANTS SPACED
"X" ON CENTER AND SET BACK FROM THE
PLANTING BED EDGE 2/3 "X"
AREA FOR SPACING ADJUSTMENT
EDGE OF PLANTING BED
/-Z
SHRUB FLARE SHALL BE
CLEARLY VISIBLE
3" DEPTH MULCH
AFTER PLANTING
WATERING BASIN BERM
+
PLANTING PIT
ROOTBALL
SHALL BE A DEPTH
FERTILIZER TABLETS,
MIN. OF TWICE
Z`b" ULP I H
+ +
THE ROOTBALL T6" MIN.
DEPTH
COMPLETELY REMOVE BURLAP
+ -
OR ROOTBALL WRAPPING FROM
ROOTBALL
PLANTING PIT AFTER PLACING
+ + + + + + +
DIAMETER
SHRUB IN PLANTING HOLE AND
/
DISPOSE OF ALL WASTE
6
OFF -SITE.
�M�"1,4. MIN
'X"
PLANTING PIT SHALL BE
BACKFILL SOIL MIX
A MINIMUM OF TWICE
THE ROOT- BALL WIDTH
SPECIFIED PLANT SPACING="X"
INDIVIDUAL PLANTS REPRESENTED AS: +
PLANT SPACING DETAIL
SHRUB PLANTING DETAIL (B&B OR CONT.)
NTS
P-CO-HIL-02
NTS P-CO-BR12-07
WIDTH VARIES
REFER TO PLAN
CONCRETE CURB OR
ADJACENT
PAVEMENT -FLAT PLANTING BED
- 3" DEPTH OF SPECIFIED MULCH
ASPHALT PAVING 12" FINISH GRADE (INCLUDING BED
rN,
3" MULCH IN BASIN
F MULCH) SHALL BE Z' BELOW CURB
3" WATER RETENTION BASIN (IN
: � I
SHRUB AND GROUNDCOVER AREAS
4
ONLY)
. . ........
0
FERTILIZER TABLETS
0 <
REMOVE ALL BURLAP AND TRUNK WRAP
FROM TREE AND ROOT BALL.
BACKFILL SOIL MIX
SEE STRUCTURAL SOIL
12" WiDE'DEAD ZONE'AT
PLANTING DETAIL, THIS SHEET.
ALL CURB EDGES
OOTBAIL NOTES:
OT
IMPORTED SANDY LOAM
�WIDTHL 1 . ENSURE THE TRUNK FLARE IS VISIBLE ABOVE
TOPSOIL, AMEND PER
GRADE AFTER PLANTING.
NATIVE SOIL
SPECIFICATIONS
2. TREES IN ALL LANDSCAPE AREAS INCLUDING
�NET I N IG I I STREET TREES SHALL BE PLANTED PER
"P
ILIA A IN OF STRUCTURAL SOIL PLANTING DETAIL.
I 3X THE (EXCEPT AS NOTED ON PLAN). SEE DETAIL 6,
NOTE: GENERAL CONTRACTOR SHALL REMOVE EXCESS ASPHALT
ROOTBALL WIDIH. THIS SHEET.
I
PAVEMENT AND SUB- BASE MATERIAL DOWN TO NATIVE SOIL.
TREE PLANTING & STAKING DETAIL
PARKING ISLAND PLANTER
N.T.& P-CO-HIL-03
TREE IN LANDSCAPE AREA
CITY OF TUKWILA STRUCTURAL SOIL PLANTING DETAIL
ill:
36'
LANDSCAPE AREA - PLAN VIEW
P-CO-131312-10
"A
,�_Ex=t afstructuml Soil
S:
STRUCTURAL SOIL
INSTALLATION SHALL NOT
OCCUR OUTSIDE OF
PROJECT WORK LIMITS.
STRUCTURAL SOIL
INSTALLATION SHALL NOT
OCCUR WITHIN ANY
ROADWAY, AND/OR
BEYOND ANY EXISTING
CURB TO REMAIN.
W.d Cb
LANDSCAPE SPECIFICATIONS
CAST ALUMINUM REVOLVING
1 .
Refer to details for additional information.
TRUCK ASSEMBLY WITH
ALUMINUM SPINDLE,
2.
Mechanically pull and remove from site all existing weeds and vegetation not shown to remain on plans.
1
R5
STAINLESS STEL BALL 3. Distribute imported sandy loam topsoil (approved by the Landscape Architect) in areas shown and at depths
BEARINGS
indicated for crowning and berming of landscape areas, and backfill of retaining walls (if required). Dotted lines
8
indicate 1' contour intervals. All landscape areas sholl receive topsoil, whether indicated on plans or not, so
HALYARD, STAINLESS STEEL WIRE
that finish grades of all shrub beds shall be 2" below tops of adjacent curbs and pavement, and lawn areas
AIRCRAFT CABLE
shall be 1/2" below tops of adjacent curbs and pavement. Structural fill areas: Any landscape areas occurring
within structural fill zones shall have said structural fill materials excavated to a depth of 12" below finish
grades in shrub areas and 6" below grade in lawn areas, and replaced with specified topsoil. Dispose of
STAINLESS STEEL SWIVEL SNAP
excavated material off site.
HOOKS WITH NEOPRENE COVERS TO
HANG TWO FLAGS
4.
Fine grade all landscape beds prior to planting operations.
5.
No plant substitutions shall be permitted without prior approval of Landscape Arch itect/Owner.
COUNTERWEIGHT AND
6.
All plants shall conform to the latest edition of the American Standard for Nursery Stock.
BEADED RETAINER SLING
0
�E
7.
All plant materials and plant locations shall be approved by the Landscape Architect prior to installation. Ail
f2
�2
plants shall be thoroughly watered immediately after planting with Alaska Fish Fertilizer solution.
8.
Soil amendment for soil preparation and planting backfill shall be a screened 5/8" minus nitrified wood residual
0
0
NOTES:
compost equal to:
U
0
A. "Silver Springs Top Grade Compost" brand compost as available from Corliss Resources Lake Topps, WA
r=
1, FLAGPOLE SHALL BE ONE SECTION
(253) 279-9102.
0
Of
0
U
TAPERED ALUMINUM TUBE, CAPABLE OF
B. "Cedar Grove Compost" brand compost as available from Cedar Grove Compost, Maple Valley, WA (877)
WITHSTANDING WIND OF 250 MPH WITH
764-574&
FLAG.
C. PREP/LRl compost as available from Randles Sand and Gravel, Inc., Puyallup, WA (253) 537-6828.
9
52
S2
w
2
2
0
2. FLAGPOLE SHALL BE TITAN SERIES -IRW
9.
Soil Preparation - (all landscape areas). Spread 9 c.y. of specified soil amendment per 1000 s.f. (approx. 3"
�2
25
(IRW2OC61) BY AMERICAN FLAGPOLE OR
APPROVED EQUAL. FLAGPOLE IS
depth) of area. Roto-till the above to a 10"-12" depth and grade smooth, compacting as required and
removing all rocks, clods and debris.
<
1<
I<L<Ll
AVAILABLE FROM NORTHWEST
PLAYGROUND EQUIPM A
ENT, PH. 10. The structural soil material mix shall be as follows. The three components of the structural soil are mixed in
425-313-9161.
the following proportions by weight:
Crushed stone 100.00
3. FOUNDATION DESIGN SHOWN FOR
Clay loam 20.00
ko
REFERENCE ONLY FOUNDATION
Hydrogel 0.03.
DIMENSIONS SHALL BE DETERMINED BY
W
A QUALIFIED ENGINEER FAMILIAR WITH
Total moisture at mixing should be 10% (AASHTO T-99 optimum moisture).
<
SITE SOIL CONDITIONS.
U U) �: a,
11.
Structural Soil Components: Crushed stone (granite or limestone) shall be narrowly graded from 3/4 -1 1/2
W )-� C,
inch, highly angular with no fines. Clay loam should conform to the USDA soil classification system (gravel
Z 9 -u
<5%, sand 25-30%, silt 20-40%, clay 25-40%). Organic matter should range between 2% and 5%. The
hydrooel,
>
5;
FLUSH ACCESS DOOR WITH
a potassium propenoote-propenamide copolymer is added in a small amount to act as a tackifier,
preventing separation of the stone and soil during mixing and installation. Mixing can be done on a paved
0: ,
W 000
0 U
COMPRESSION LOCK, REINFORCED
DOOR FRAME, MANUALLY
surface using front end loaders. Typically the stone is spread in a layer, the dry hydrogel is spread evenb 0 n
r4 M Lj,
U
OPERATED
top and the screened moist loam is the top layer. The entire pile is turned and mixed until a uniform blend is
Z
WENCH (POSITIVE
LOCKING AT ANY POSITION), AND
produced. The structural soil is then installed and compacted in 6 inch lifts.
_J Z r<
u,
< <
REMOVABLE WINCH HANDLE
12.
See Landscape Plan and City of Tukwila Structural Soil Planting Detail (this sheet) for more information about
Z '!
Structural Soil installation
u,
In I
q
Z :5
13.
Precast Tree Planter Installation: Install precast concrete tree planters as located on landscape plans and per
0 Z
details and Civil Plans. All concrete tree planters shall have min. four (4) 2" drain holes, evenly spaced. Provide
0 0
2" depth of 1" size washed drain rock in the bottom of planter. Backfill mix for tree planters shall be the mix
SPUN ALUMINUM COLLAR
described in item 14, below.
(n
14.
Backfill mix for all plants and planters shall be a blend of 1/3 existing site soil (or imported native sandy loam
M
2" CAP - CEMENT OR
soil approved by Landscape Architect), 1/3 coarse sand, and 1/3 soil amendment specified in No. 9.
WATERPROOF COMPOUND AND
HARDWOOD WEDGES
15.
Fertilizer tablets for all plants shall be Agriform (20-10-5) 21 gram or 10 gram tablets distributed as follows:
All trees: 4-21 gram tablets, all shrubs (except 1 gallons): 3-21 gram tablets, all 1 gallons: 1-21 gram
tablet, all 2-1/4" and 4" pot ground covers: 1-10 gram tablet each. Set tablets directly next to rootball.
OVERALL DEPTH & DIAMETER
PER FLAGPOLE DESIGNER,
PROVIDE SHOP DWGS FOR
16.
All shrub and ground cover beds shall receive a 3" depth (9 c,y. per 1000 s.f.) of "Fine Grind" hem/fir bark
2�0" MIN. APPROVAL
mulch as top dressing.
SETTING GROUND SLEEVE
DEPTH
17.
All work shall be performed to the satisfaction of the Landscape Arch itect/Owner.
ASSEMBLY-16 GA. STEEL
18.
All plants shall be guaranteed for one full year from date of project acceptance. All replaced plants shall be
TUBE
re -guaranteed. All replacements shall be made within 21 days of receiving written notice from the Owner.
Contractor shall not be responsible for plants dying due to Owner neglect or vandalism, after the maintenance
6" MIN. DEPTH--/ TAMP SAND
BELOW ED DRY
period.
Y16" STEEL PLATE WELDED TO
19.
Plant list quantities are shown for reference only. Contractor is responsible for verifying all quantities in list
LU
SLEEVE
LIGHTNING SPIKIEwl/,"
with actual plan call -outs, and installing plantings per the landscape plan. Groundcover and/or mass shrub
shall be adjusted as required for field the
0
Z-O"
DIAMETER STEEL ROD MIN. �/,6" STEEL SUPPORT PLATE
quantities conditions at specified spacing.
<
= 3;:
20.
Final inspection shall occur at the conclusion of a 60-day maintenance & plant establishment period.
:D -
Maintenance period shall commence upon completion of all landscape installation activities and shall include the
Ck' :5
following:
F-
FLAGPOLE INSTALLATION
A� Mow lawns once per week.
B. Remove oil weeds over 1" in height.
:Z,
C. Replace dead or unhealthy plants.
0
112" = 1 P-CO-HIL-09
D. Ensure proper function of irrigation system.
E. Ensure adequate moisture is delivered to all landscape beds including non -irrigated areas.
5'W x
(OR MA
ALC
SEE
EXISTING 66" STORM LINE
CONCRETE TREE PLANTER AND SECTION
1/4" = 11_01�
ENT OVERLAY
NOTES:
1. REFER TO CIVIL PLANS FOR ADDITIONAL INFORMATION.
2. PLANTER SHALL RECEIVE 4" DEPTH BARK MULCH AS TOP DRESS. KEEP BARK MULCH AWAY
FROM ROOT FLARE.
3. PLANTER FINISH GRADE SHALL BE 2" BELOW TOP OF PLANTER. to% I,
J,MCFARLAND
DRAWN BY:
J.GLANDER
C, Rece DATE:
ITY Olz �'U'/JIED
.... OCT 19,2018
JOB NO:
FEB 2 7 2540.01
cc DRAWING FILE NO:
LN ER
P-GO-HIL-61
III
E
FAI
!I
!,� L
1. SEE DETAILS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION.
2. PLAN IS DIAGRAMMATIC. ALL PIPING, LATERALS, AND WIRE TO BE LOCATED IN BED OR LAWN AREAS WHERE APPROPRIATE.
3. PIPE SIZES ARE TO REMAIN CONSTANT BETWEEN PIPE SIZE CALL -OUTS. PIPES ARE LABELED TO SMALLEST PIPE SIZE ONLY
4. ALL IRRIGATION HEADS LOCATED IN LAWN AREAS SHALL BE 4" POP -UPS AND HEADS IN SHRUB AREAS SHALL BE 12" POP -UPS.
5. ALL DRIP TUBING SHALL BE INSTALLED BELOWTHE FINISH SOIL GRADE UNLESS NOTED OTHERWISE. INSTALL TUBING AT A CONSISTENT
DEPTH OF 2" BELOW TOP OF TOPSOIL.
6. ALL PIPES AND SLEEVES UNDER PAVED AREAS SHALL BE 24" DEEP. ALL MAINLINE SHALL BE 16'DEEP IN ALL UNPAVED AREAS, 24ll IN
PAVED AIRES. ALL LATERALS SHALL BE 12" DEEP IN ALL UNPAVED AREAS AND 24" DEEP IN PAVED AREAS.
7. LOCATE ALL MAINLINES WITHIN THE PROJECT LIMITS. INSTALL #14-AWG DIRECT BURIAL LOW VOLTAGE WIRE ALONG MAINLINE; TAPE AND
BUNDLE WIRE EVER 20'FT. PROVIDE RED COLOR WIRE FOR SIGNAL AND WHITE COLOR WIRE FOR COMMON. PROVIDE A MINIMUM OF ONE
SPARE WIRE FOR EVERY 10 VALVES FOR A MAXIMUM OF FIVE SPARE WIRES.
8- ALL WORK SHALL BE PERFORMED TO THE SATISFACTION OF THE LANDSCAPE ARCHITECTIOWNER.
IRRIGATION EQUIPMENT SCHEDULE
SYMBOL
MANUFACTURER/MODEUDESCRIPTION
PSI
DETAIL
�:PUNTER_R_ZVV_B1_8_'
30'
"P,
0.25 0.50
18" LONG RZVVS WITH INSTALLED.25GPM OR
.5OGPM BUBBLER OPTIONS, 1/2" SWING JOINT
FOR CONNECTION TO 1/2" PIPE
YMBOL
MA�N—UP-A—CYU—R—E'R/M�O��—E—E—E—E §C_R1PT1_0_N
_DE T—A I'L
NETAFIM LVCZS8010075-HF
6/IR-O2
El
PRE -ASSEMBLED CONTROL ZONE KIT, WITH I"
SERIES 80 CONTROL VALVE, 3/4" DISC FILTER,
AND HIGH FLOW PRESSURE REGULATOR
4.5GPM TO 17.6GPM.
TECHLINE START CONNECTION
7/IR-O2
LATERAL TO DRIP ZONE TUBING WITH SWING
JOINT ASSEMBLY
AREA TO RECEIVE DRIPLINE
NETAFIM TLCV-04-18
TECHLINE PRE SURE COMPENSATING
8/IR-O2
LANDSCAPE DRIPLINE WITH CHECK VALVE. 0.4
GPH EMITTERS AT 18" O.C. DRIPLINE LATERALS
SPACED AT 18'l APART, WITH EMITTERS OFFSET
FOR TRIANGULAR PATTERN. 17MM.
SYMBOL
MANUFACTURER/MODEUDESCRIPTION
DETAIL
WEATHERMATIC 21024E-10
0
PLASTIC REMOTE CONTROL VALVE WITH
CLORAMINE RESISTANT DIAPHRAGM AND FLOW
CONTROL, 1l'SIZE.
— — — — — — — — — --
QUICK COUPLER VALVE, YELLOW RUBBER
COVER, RED BRASS AND STAINLESS STEEL,
WITH 3/4"INIPT INLET, I -PIECE BODY.
BRASS ISOLATION VALVE
3/IR-O2
X,
B&K (107-900 SERIES) BRASS BALL VALVE WITH
BRASS UNIONS (MATCH LINE SIZE)
HUNTER IBV-BSP-AS-ADJ 1"
5/IR-02
'My�
1 " BRASS ELECTRIC MASTER VALVE, GLOBE
CONFIGURATION, WITH BSP THREADED
INLET/OUTLET WITH ADJUSTABLE ACCU-SYNC
PRESSURE REGULATOR.
DRAIN VALVE
2AR-02
WILKINS #200 3/4" ANGLE VALVE FOR MANUAL
DRAIN VALVE ASSEMBLY VW KEY EXTENSION
FEBCO 850 1"
(Z)
DOUBLE CHECK BACKFLOW PREVENTION, 1/2"
TO 2"
HUNTER PCC-600
MC
LIGHT COMMERCIAL & RESIDENTIAL
CONTROLLER, 6-STATION FIXED CONTROLLER,
120 VAC, OUTDOOR MODEL
HUNTER WSS-SEN
WIRELESS SOLAR, RAIN FREEZE SENSOR WITH
OUTDOOR INTERFACE, INSTALL AS NOTED.
INCLUDES GUTTER MOUNT BRACKET.
WATER METER 3/4"
POINT OF CONNECTION AT 3/4" IRRIGATION
DEDUCT METER. ASSUME STATIC WATER
PRESSURE AT METER BETWEEN 65 PSI AND 150
PS1
—
I
-_
IRRIGATION LATERAL LINE: PVC CLASS 200 SIDIR
21
BURY 12" BELOW FINSIHED GRADE, 24" BELOW
PAVED SURFACES.
IRRIGATION MAINLINE: PVC SCHEDULE 40
BURY 18" BELOW FINSIHED GRADE, 24" BELKOW
PAVED SURFACES.
PIPE SLEEVE: PVC CLASS 200 SIDIR 21
# Valve Number
# V.1v. n..
V.1ve
/+UU 11
— -------- 4— 8+ 00
CORPORATE DRIVE
— — — — — — — — 114" MAINLINE — — — — — — — — — 1-102
............ 777'7. 7-7 T.� ...... 7—.%==.*=:
...........
............
.... ..... ......
.%%
....... MV
.......... .......
............ ...
............................
.................. 1:'
1" 7.59
.......... ...................
3
IRRIGATION SCHEDULE
SYMBOL DESCRIPTION
IRRIGATION PLAN IS DIAGRAMMATIC, ALL VALVES,
LINES AND OTHER EQUIPMENT SHALL BE INSTALLED
IN LANDSCAPE AREAS WHERE POSSIBLE AND WITHIN
PROJECT LIMITS.
IRRIGATION POINT OF CONNECTION AT NEW 3/4"
METER INSTALLED BY GENERAL CONTRACTOR.
SYSTEM IS DESIGNED TO OPERATE AT 60 PSI STATIC
PRESSURE. IF STATIC PRESSURE IS UNDER 50 PSI OR ..... .... ...
OVER 75 PSI, CONTACT LANDSCAPE ARCHITECT. ......
IRRIGATION CONTROLLER INSTALLED ON EXTERIOR
WALL INSIDE OF MECHANICAL OR SPRINKLER RISER
ROOM, VERIFY LOCATION WITH OWNER'S
REPRESENTATIVE. COORDINATE LOCATION WITH
OTHER TRADES. GENERAL CONTRACTOR SHALL . . . .....
...........
PROVIDE POWER TO CONTROLLER AND CONDUIT TO
NEAREST LANDSCAPE AREA. ......
61,
INSTALL SENSOR PER MANUFACTURER-S
RECOMMENDATIONS, CONTROLLER SHALL BE �jjj
PROGRAMMED TO USE SENSOR DATA AND RESPOND L
.... IY2
INSTALL RZVVS IRRIGATION COMPONENTS IN -T-
CONCRETE PLANTER. CONTRACTOR SHALL PROVID17—
ONE (1) MIN. V HOLE IN THE SIDE OF THE PLANTER
NEAR THE BASE OR USE ONE OF THE DRAIN HOLES -- — — — — — — — — — — — — — —
FAII
>NUMBER
MODEL
SIZE
TYPE
GPM
PSI (�D POC
1
NETAFIM LVCZS8010075-HF
V
AREA FOR DRIPLINE
759
60
2
NETAFIM LVCZS8010075-HF
ill
AREA FOR DRIPLINE
7.22
60.26
3
NETAFIM LVCZS8010075-HF
ill
AREA FOR DRIPLINE
8.33
6425
WEATHERIVIATIC 21 024E-10, 15, 20-H
1"
BUBBLER
7.00
44.30
5
NETAFIM LVCZS8010075-HF
ill
AREA FOR DRIPLINE
8.51
66.88
6
NETAFIM LVCZS8010075-HF
ill
AREA FOR DRIPLINE
8.16
6432
N
9+00 10+00-
Z; — — — — — — —
3/41,
drp - 5!
-- - -------
P,
aflqgg IgLp'
bituM.—M. Iq
Vs. -s*
g.
�2
If
lid
MINKLER BLVD.
_19±001
0 20 40 60 feet
NORTH SCALE: 1 20'
Cl,,rECEIVED
OF TUI�vvjt_A
FEB 27 21fof
PERMIT CENTER
�2 �2
00 8 0
w w cr
w w w
D D S2
W
U
w
z 0
-
U
w
660
Z'
_3
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In
z
z
:5 C5
U0
0
z
U)
00
I
ILLJ
0
0
0
F_
J.MCFARLAND
DRAWN BY:
J. MCFARLAND
APPROVED BY:
J.GLANDER
DATE:
F613 NO'
1 2540.01
X-IR
IR-01
OF 4
i?
S
FINISH GRADE AT LIP OF BOX IN TURF AND
PAVED AREAS (V BELOW LIP IN ALL OTHER
AREAS) RAINBIRD #63100 -
VALVE BOX: REFER TO IRRIGATION SHEET VALVE MARKER FINISH GRADE
"V " ,
NOTES OR SPECIFICATIONS
VALVE BOX COVER
2" PVC SLEEVE
BRASS ANGLE VALVE WITH UNION.
INSTALL AT ALL MAINLINE LOW
BRASS UNION MAIN LINE POINTS TO FACILITATE COMPLETE
REDUCING TEE MAINLINE DRAINAGE.
BRASS NIPPLES
:7�
6" MIN. CL�RANCE
BACKFLOW PREVENTOR
Pvc MAINLINE
PEA GRAVEL (INSTALL MIN. 2
CU. FT. BELOW BACKFLOW
PREVENTOR)
_`\ DOUBLE CHECK VALVE (DCVA)
j NTS
SET BOX 2" ABOVE GRADE AT SHRUBS.
SET BOX FLUSH TO GRADE AT TURF.
kE i P. RECTANGULAR BOX #1015
WITH 6" EXTENSIONS AS REQUIRED.
WATER PROOF WIRE CONNECTORS
ON 30" LOOPED WIRES.
FINISHED GRADE
TAPE & BUNDLE
CONTROLLER WIRES.
6X2X16 CONIC. BLOCK CAPS,
ONE EACH SIDE (2 TOTAL)
SXT SCHEDULE 80 NIPPLES
VALVE INLET SIZE.
MASTER CONTROL VALVE
3/4" CLOSE NIPPLE
3/4" X Y PROTECTIVE
PVC NIPPLE
GRAVEL SUMP
(2 CU. FT) C)
12" MIN. _4
MANUAL DRAIN VALVE DETAIL
P-CO-HIL-07 \-� NTS
I PVC MAIN LINE. �
1/2" WIRE CLOTH GOPHER
SCREEN, WRAP UP SIDES.
1 112" V-9' P-CO-HIL-60
NOTE:
1. RECOMMENDED MINIMUM FILTRATION: 120
MESH
2� PRESSURE AT FLUSH VALVE SHALL BE MIN
21.8 PSI
3. HIGH CHECK VALVE (MAX 4.6'OF WATER
(ELEVATION CHANGE))
4. REFER TO MAXIMUM LENGTH OF A SINGLE
LATERAL CHART
REMOTE CONTROL VALVE
ITH DISC FILTER AND PRV
F, PVC OR POLY SUPPLY HEADER
TechlineO CV DRIPLINE
TechlineO START CONNECTION
SEE SPECIFICATIONS
FOR ROW SPACING
ISLAND PERIMETER
PERIMETER LATERALS 2"
TO 4�'FROM EDGE
MANUAL FLUSH VALVE PLUMBED
L
CMF TO TechlineO CV CrYP)
TECHLINE CV ISLAND LAYOUT
NTS
VALVE BOX,
LENGTH OF COIL, WITH PLASTIC I.D_ TAG AND
WATERPROOF CONNECTORS.
PVC TRUE UNION B
RCV AS SPECIFIED.
VALVE.
FILTER AS SPECIFIED.
Z'ABOVE GRADE AT
PRESSURE REGULATOR AS
SHRUBS.
SPECIFIED.
SET BOX FLUSH
PVC UNION W/SHORT
ATTURF.
NIPPLES.
z
P-CO-HIL-06
20"XI41' JUMBO PLA CONTROLLER WIRE WITH 30 INCH LINEAR
71
D
PROVIDE FOUR BRICKS TO
SUPPORT VALVE BOX.
TAPE & BUNDLE WIRE PROVIDE A MIN. OF 6" DEPTH
OF PEA GRAVEL, TYP.
SCH. 80 RISER.
SxT TEE Wl 2" NIPPLE AT MAINLINE.
DRIP VALVE/FILTER/REGULATOR
N.T.S.
VALVE BOX & COVER;
REFER TO IRRIGATION
SHEET NOTES ANDI
DETAILS, PROVIDE
VALVE BOX EXTENSIONS
AS REQUIRED.
r
SCH� 80 PVC UNION
LATERAL PIPE TO
SPRINKLERS
P-CO-HIL-10
FINISH GRADE AT LIP OF
BOX IN TURF AND PAVED
AREAS; V BELOW LIP IN
ALL OTHER AREAS
ELECTRIC CONTROL VALVE
SCH, 80 NIPPLE
SCH. 40 PVC & FITTING
SUPPORT VALVE
BOX WITH 4
BRICKS, TYP
PROVIDE A MIN. 3"
MINIMUM 6" DEPTH CLEARANCE
OF PEA GRAVEL SCH� 40 PVC FITTING
LOW VOLTAGE WIRES
PRESSURE MAINLINE
NOTE: ALL WIRES TO BE INSTALLED AS PER LOCAL CODES. NO "IN -LINE" WIRE SPLICES
ALLOWED. TAPE AND BUNDLE WIRES EVERY 20 FEET. PROVIDE EXPANSION COILS AT EACH
VALVE - WRAPPING WIRE AROUND 1/2'PIPE 15 TIMES. ALL THREADED CONNECTIONS SHALL BE
MADE WITH TEFLON TAPE,
ELECTRONIC CONTROL VALVE
NTS
10" DIAMETER ROUND VALVE L__ SET BOX 2" ABOVE GRADE AT SHRUBS 10" DIAMETER VALVE BOX. i
BOX, SEE SPECIFICATIONS. SET BOX FLUSH TO GRADE AT LAWN. HEAD BRAND "QVC" ON LID <
WITH 2" HIGH CHARACTERS.
Q c v z <
FINISH GRACE.
12" MAX
6" MIN. x
< U) K
I HEIL
FINISHED GRADE.
< TI =-I I
ui QUICK COUPLING VALVE AS
mi FOUR COMMON SPECIFIED.
BRICK SUPPORTS.
TWO STAINLESS GALV. NIPPLE, LENGTH AS REQ.
10 DIA. PVC PI PE STEEL CLAMPS.
EXTENSION, LENGTH 6" DEEP LAYER OF 3/4"
AS REQUIRED. CRUSHED ROCK.
3" PVC SCHEDULE 80
ISOLATION VALVE AS L PVC MAIN LINE. 1/2" X 36" GALV NIPPLE.
SPECIFIED. L SLIP/THREAD COUPLING. STEEL PIPE.
6" SCHEDULE 80 THREADED THREE PVC SCH 80
NIPPLE. ELLS. 12" PVC SCHEDULE 80
NIPPLE.
BRASS ISOLATION VALVE A"VQUICK COUPLING VALVE IN BOX
1 1/2" = 1 �0" P-CO-HIL-32 /2" = V-O" P-CO-HIL-33
0 11
IRRIGATION SPECIFICATIONS
TECHILINE COMBINATION TEE
(MODEL TL075FTEE)
DRIPLINE TUBING
Y4" MIN. TRIPLE SWING
JOINT
NOTE - EACH CONNECTION IS.
CAPABLE OF MAX 10 GPM
1. THIS PLAN IS DIAGRAMMATIC; ALL PIPING, VALVES, ETC. SHALL BE INSTALLED IN SHRUB BEDS WHERE
POSS15LE Al SHALL FOLLOW THE PLAN AS CLOSE AS IS PRACTICAL.
FINISH GRADE 2. LOCATE ALL MAINLINES KIT14IN THE PROJECT LIMITS.
3�
0
S
uj
PVC TE� (SXSXTY OR
go- (SXT)
LATERAL LINE, TYP.
TECHLINE START CONNECTION
N.T.S.
MULCH PER SPECIFICATIONS
GRATED CAP
HUNTER PCB BUBBLER
HUNTER HCV CHECK VALVE
STRATA ROOT SYSTEN
SWING JOIN
LATERAL TEE OR ELL/ PIP
ROOT INTRUSION BARRIER, INSTA
FILTER FABRIC SLEEVE (HUNTE
#RZWS-SLEEV
ROOT ZONE WATERING SYSTEM
P-CO-HIL-11 3" 11-W
5. PIPE SIZES ARE CONSTANT BETWEEN PIPE SIZE CALL -OUTS. ALL LATERAL PIPES SHALL BE INSTALLED
AT 12' DEPTH AND 24' DEPTH UNDER PAVED AREAS, MAINLINE PIPE SHALL BE INSTALLED AT IS'
BELOW GRADE AND 24" BELOW PAVED AREAS.
4. REFER TO DETAILS FOR ADDITIONAL INFORMATION.
5. ALL PIPING AND WIRING UNDER PAVED AREAS SHALL BE HOUSED IN CLASS 200 PVC SLEEVES INSTALLED
AT A 24" DEPTH. SIZE SLEEVES AS NEEDED TO ACCOMMODATE PIPE AND HIRES, UNLESS OTHERWISE
<
SPECIFIED ON DRAWING.
6� CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS AS NEEDED TO OBTAIN FULL COVERAGE. LANDSCAPE
ARCHITECT RESERVES THE RIGHT TO MAKE NOZZLE CHANGES AS NEEDED AT NO ADDITIONAL COST.
ADJUST HEAD POSITIONS AND ADD OR DELETE HEADS AS NEEDED DEPENDING ON ACTUAL FIELD
CONDITIONS.
7. ALL MANUAL, GATE AND ELECTRICAL VALVES AND OTHER UNDERGROUND EQUIPMENT SHALL BE HOUSED
IN NELSON, AMETEK OR EQUAL RECTANGULAR VALVE BOXES.
8. NO IN -LINE HIRE SPLICES ALLONED. SUPPLY VALVE BOXES AT ALL ELECTRICAL JUNCTIONS. TAPE AND
BUNDLE HIRES EVERY 25 WNEAR FEET.
q. CONTRACTOR IS RESPONSIBLE FOR COMPLETE SYSTEM DRAINAGE. INSTALL KING BROS. 1/21, AUTOMATIC
DRAIN VALVES AT LATERAL LINE LON POINT(S). INSTALL MANUAL DRAINS AT ALL MAINLINE LON
POINT(S) AND WHERE INDICATED ON PL.AN. CONTRACTOR SHALL PROVIDE ADJUSTABLE CHECK VALVES
ON ANY IRRIGATION HEAD THAT EXPERIENCES LOW HEAD DRAINAGE.
10� ALL THREADED PIPE CONNECTIONS SHALL BE MADE USING TEFLON TAPE WRAPPED AT LEAST THREE
TIMES AROUND PIPE THREADS.
IL ALL GATE AND ELECTRIC VALVES SHALL BE INSTALLED HIT14 UNIONS ON THE DOWNSTREAM END OF THE
VALVE (REFER TO DETAILS).
12. ALL PIPE S44ALL HAVE A FIRM UNIFORM 5FARINQ FOR THE ENTIRE LENGTH OF EACH LINE, FREE OF
ROCKS OR DEBRIS. ALL TRENCHES CONTAINING FIFE AND/OR WIRES SHALL BE BACKFILLED NITH CLEAN
TOPSOIL, FREE OF ALL LUMBER, RUBBISH AND ROCKS OVER I' IN SIZE, OR CLEAN SAND IF CL.E.AN
NG JOINT RISER)
TOPSOIL 19 NOT AVAILABLE.
13. CONTRACTOR SHALL PROVIDE OWNER NITA ONE SET OF AS-5UILT RECORD DRAWINGS SHONING EXACT
P-CO-HIL-05
ACTUAL LOCATIONS OF ALL SPRINKLER EQUIPMENT. CONTRACTOR SHALL ORIENT OWNER V41TH COMPLETE
SYSTEM AND CONTROLLER OPERATIONS, AND V41NTERIZATION PROCEDURES.
14. CONTRACTOR SHALL SUPPLY AND INSTALL ALL EQUIPMENT SHOWN ON THE PLANS AND INDICATED IN THE
SPECIFICATIONS TO ACHIEVE PROPER OPERATION OF SAID EQUIPMENT. ALL EQUIPMENT INSTALLATIONS,
ELECTRICAL AND PLUMBING CONNECTIONS SHALL BE IN CONFORMANCE WIT44 ALL APPLICABLE CODES AND
ORDINANCES, THESE SPECIFICATIONS, AND THE MANUFACTURERS RECOMMENDATIONS WHETHER INDICATED
ON T14E DRAWINGS OR NOT.
15. CONTRACTOR SHALL INCLUDE IN 141S BID ONE FALL WINTERIZATION AND ONE SPRING ACTIVATION OF
IRRIGATION SYSTEM. THESE ACTIVITIES SHALL BE INCLUDED AS PART OF OWNER ORIENTATION
PROCEDURES. ANY DAMAGE TO THE IRRIGATION SYSTEM OR THE LANDSCAPE AS A RESULT OF FAILURE
TO COMPLY V41TA THESE REQUIREMENTS 544ALL BE THE SOLE RESPONSIBILITY OF T14E CONTRACTOR.
16. CONTRACTOR SHALJ_ GUARANTEE IN WRITING ON HIS COMPANY LETTERHEAD ALL MATERIALS AND
WORKMANS141P FOR A PERIOD OF ONE FULL YEAR FOLLOWING ACCEPTANCE OF SYSTEM INSTALLATION.
17. BACKFLOW PREVENTOR SHALL BE INSPECTED AND TESTED BY A CERTIFIED BACKFLOW DEVICE
INSPECTOR. PROVIDE OWNER WITH ONE COPY OF APPROVAL CERTIFICATE.
A,
P-CO-HIL-37
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TGRANTHAM
DRAWN BY:
APPROVED BY:
J.GLANDER
DATE:
OCT 19,2018
JOB NO:
RECEIV_
CITY OF TIJ�J("
2540.01
FEB 27,
DRAWING FILE NO:
�2540.01 X-IR
PEWAIT CEN-i
DRAWING NO:
IR-02
SHEET NO:
4 OF 4
DRAWINGINDEX
PROJECT DIRECTORY BUILDI14G INFORMATION
CLIENT: KIDDER MATHEWS SITE ADDRESS: 1147 & 1151 ANDOVER PARK WEST� TUKWILA, WA 98188
DRAWING
REVISION
ATTN: 1147 ANDOVER PARK WEST PARCEL NUMBER: 352304-9098
SHEET
SHEET TITLE
SHEETISSUE
REVISION
ISSUE
TUKWILA, WA 98188 LEGAL DESCRIPTION WLY 216.6 FT OF FOLG- POR OF SW 1/4 OF SE 114 OF SEC 26-23-4
NUMBER
DATE
NUMBER
DATE
EMAIL: WENDIE.BILLINGS@KIDDER.COM & POR NW 1/4 OF NE 1/4 OF SEC 35-23-4 BEG AT NE COR OF NW
ARCHITECT: NELSON WORLDWIDE 1/4 OF NE 1/4 SEC 35 TH N 87-44-08 W 30 FT TH N 1-47-29 E ALG
ATTN: JESSICA BRADLEY W LN OF ANDOVER PARK W 115.66 FT TH N 87-55-02 W 710.7 FT
1200 FIFTH AVE, #1300 TO TPOB TH S 87-55-02 E 440.7 FT TH S 1-47-29 W 114.81 FT TO
GENERAL
AN ANGLE PT THEREIN TH S 1-51-39 W 682.19 FT TH N 87-55-02
SEATTLE, WA 98101 W 440.7 FT TH NLY IN A STRAIGHT LN 797 FT TO TPOB
TEL: 206.408.8635 PLat Block:
EMAIL: JESSICABRADLEY@NELSONWW.COM Plat Lot:
ATTN: ADAM SEGALLA, ARCHITECT OF RECORD ZONING: TUC-WP
1200 FIFTH AVE, #1300 CONSTRUCTION TYPE: IIIB
SEATTLE, WA 98101
TEL: 206.408.8500 FIRE PROTECTION: FULLY SPRINKLERED
EMAIL: ASEGALLA@NELSONWW.COM BUILDING TOTAL FLOOR AREA: 95,371
AN-0
COVER SHEET
11/07/19
AN-1
GENERAL NOTES AND ABBREVIATIONS
11/07/19
AN-3
ACCESSIBILITY DETAILS
11/07/19
ARCHITECTURAL
AO.1
ARCHITECTURAL SITE/EGRESS
11/07/19
WAREHOUSE PLAN
OCCUPANCY TYPE: B (OFFICE)/S-1 (WAREHOUSE)
PROPOSED SUITE 1147 AREA: 1,588 SF OFFICE (EXISTING) (B)
14,338 SF WAREHOUSE (EXISTING) (S-1)
15,926 SF TOTAL
PROPOSED SUITE 1151 AREA: 1,084 SF OFFICE (EXISTING) (B)
46,634 SF WAREHOUSE (EXISTING) (S-1)
AlA
DEMOLITION PLAN
11/07/19
A2.1
FLOOR PLAN
11/07/19
A2.2
REFLECTED CEILING PLAN
11/07/19
A5.1
INTERIOR ELEVATIONS & DETAILS
11/07/19
A6,1
I DOOR & FINISH SCHEDULES
11/07/19
A8.1
I WALL TYPES
L 11/07/19
VICINITY MAP
I,LN-�O NTS T
.371
AREA OF WORK
SUITE 1151 SUITE 1147 SUITE 1141
BLDG C
4
T7
NO CHANGES TO EXISTING CONDITIONED BUILDING ENVELOPE ARE PROPOSED.
LIGHTING REQUIREMENTS
SCOPE OF WORK TO MEET OR EXCEED CURRENT WA STATE LIGHTING REQUIREMENTS PER
ATTACHED WSEC SPREADSHEET.
SEPARATE SUBMITTALS
ELECTRICAL, MECHANICAL, PLUMBING, FIRE ALARM, SPRINKLER, AND FUTURE RACKING WORK.
TOTAL (SF)
RATIO
STALLS REQ.
ADA STALLS REQ.
STALLS PROVIDED
ADA STALLS PROVIDED
OFFICE
1,588
1/250
7
WAREHOUSE
14,338
1/2,000
8
TOTAL:
15
1
is
1
PLUMBING FIXTURES - SUITE 1147
OCCUPANCY WATER CLOSETS/UR ALS LAVATORIES DF RATIO
USE LOAD RATIO MALE FEMALE SINGLE SINGLE 1 FOR ANY
OCCUPANCY RATIO MALE I FEMALE OCCUPANCY OCCUPANCY
EXCEEDING 30 FOR
1 PER 25 1 PER 40 THE FIRST 150
FIRST 50; OCCUPANT FIRST 80; OCCUPANTS;l
OFFICE (B) 16 THEN 1 PER 8/32 8/32 LOADS OF 15 THEN IPER 8/.2 8/.2 ADDITIONAL FOR
50 OR LESS CAN 80 EACH 500
EXCEEDING BE SERVED EXCEEDING OCCUPANTS
50 WITH ONE 80
WAREHOUSE 9 1 PER 100 15/.145 15/.145 RESTROOM I PER 100 15/.145 15/.145
(S)
SUBTOTALs 54
T'345��:
REQUIRED TOTALS
TOTAL PROVIDED 177�71-11 1-1 2
47,718 SF TOTAL
APPLICABLE CODES
2015 INTERNATIONAL, BUILDING CODE (IBC)
2015 INTERNATIONAL EXISTING BUILDING CODE (IEBC)
2015 INTERNATIONAL FIRE CODE (IFC)
2015 UNIFORM PLUMB!'NG'bDDE (UPC)
2015 INTERNATIONAL MECHANICAL CODE (IMC)
2015 INTERNAT]ONAL FUEL GAS CODE (IFGC)
2017 NATIONAL ELECTRICAL CODE (NEC)
2015 WASHINGTON STATE AMENDMENTS
2015 WASHINGTON STATE ENERGY CODE
ICC/ANSI A117.1-2009 - ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES
L
TENANT ALTERATION CONSISTING OF: NON-STRUCTURAL RENOVATION OF EXISTING CONDITIONED
OFFICE SPACE BY ADDING 2 NEW TOILET ROOMS AND UPDATING FINISHES.
SUITE CONTAINS BOTH B & S-1 OCCUPANCIES USED BY A SINGLE TENANT.
SCOPE INCLUDES NEW DEMISE INFILL TO RECREATE (2) SEPARATE SUITES. NEW ACCESSIBLE
PARKING.
PARKING REQUIREMENTS - SUITE 1151
TOTAL (SF)
RATIO
STALLS REQ.
ADA STALLS REQ.
STALLS PROVIDED
ADA STALLS PROVIDED
OFFICE
1,084
1/250
5
WAREHOUSE
46,634
1/2,000
24
TOTAL:
29
2
29
2
PLUMBING FIXTURES - SUITE 1151
OCCUPANCY
WATER CLOSETS/U ALS
I LAVATORIES
DF RATIO
USE
LOAD
RATIO
MALE
FEMALEIC
I
SINGLE
CCUPANCY
RATIO
MALE
FEMALE
SINGLE
I FOR ANY
C CCUPANCY
OCCUPANCY
I PER 25
1 PER 40
EXCEEDING 310 FOR
FIRST 50;
OCCUPANT
FIRST 80;
THE FIRST 150
OFFICE (B)
11
THEN1 PER
6/.22
6/.22
LOADS OF 15
THEN 1 PER
6/.1375
6/.1375
OCCUPANTS;l
50
OR LESS CAN
80
ADDITIONAL FOR
EXCEEDING
BE SERVED
EXCEEDING
EACH 500
50
WITH ONE
RESTROOM
80
OCCUPANTS
WAREHOUSE
(S)
94
1 PER 100
47/.47
47/.47
1 PER 100
47/.47
47/.47
SUBTOTALS
113
REQUIRED TOTALS
TOTALPROVIDFD
0.
* WORK IN SUITE LIMITED TO DEMISE.
RECEIVED
SITE/BUILDING PLAN CITY OF TUKWILA
NTS NOY 0 8 2019
PERMIT CENTER
1200 Fifth Ave.
Suite 1300
Seattle, WA 98101
Phone: (206) 408-8500
WWW.NELSONWORLDWIDE.COM
Client Representative:
Firm Name: KIDDER MATHEWS
Attn: WENDIE BILLINGS
T: 206.248.6531
E-mai[:WENDIE.BILUNGS@KIDDER.com
No r' mt� to Me scope
of wof, ALxo,al of trie
TLIKW-la i3,,00,nQ D-ston
NOTE: Re,!s,on� will feOL]lfe a new plan
submittal andm�,, iC�*nal olan review.
'g " "'J"I
[q,T W" Kledadiew
11 MEMO
KIDDER MATHEWS
12886 INTERURBAN AVE S
SEATTLE, WA 98168
PROJECT.
SOUTHCENTER BUISNESS PARK
SPECULATIVE SUITE
1147 & 1151 ANDOVER PARK WEST
TUKWILA, WA 98188
Description: No: Date:
PERMIT SET 11/07/2019
FILE COPY
PerimiltNo. DN-0a90 I
Plan review approval is suolect to errors ano
omissions Approval of construction cocumens ic'
1101 authorize the violation of any artomed coa� -
ordinance Receipt of aooroveo FeioCoov a,,
copcimons i 50ec.
Y�
ate:
City of TIK—',
13UILDINC,OlVz'�'�
SEAL:
R TERED
' 'D
TR
r
HITE7.71
13
S 'T'T' ", T'N
TATE OF WAS N TON
REVIEWED F R
L ]ION
ITYSTAMP
APPROVED
DEC 0 5 2019
A- J P-9
City of Tukwila
BUILDING DIVISZ----
GENERAL INFORMATION
AND SITE PLAN
Proj. No: 19.0000894,001 Reviewed BY: JAKB
Lel 4Z 14 R-1 N VII IIII4_1
SYMBOLS
ABBREVIATIONS
vF,7,J
THE WORK SHALL CONFORM TO THE APPLICABLE BUILDING CODE AND OTHER
ORDINANCES, CODES AND REGULATIONS LISTED IN THE SPECIFICATIONS OR
ON THE DRAWINGS, AND REQUIRED BY LOCAL BUILDING AUTHORITIES. THE
GOVERNING CODES RULES AND REGULATIONS ARE COLLECTIVELY REFERRED
TO AS'THE CODE."'T�E CONTRACTOR SHALL REPORT ANY INCONSISTENCIES,
CONFLICTS OR OMISSIONS DISCOVERED TO THE ARCHITECT FOR
INTERPRETATION PRIOR TO PERFORMING THE WORK.
2� THE GENERAL CONTRACTOR SHALL CONTACT BUILDING MANAGEMENT To
DETERMINE TH E RULES OF THE BUILDING RELATIVE TO CONSTRUCTION; WHEN
AND HOW DELIVERIES CAN BE MADE, WHAT PHASES AND TYPES OF
CONSTRUCTION MAY BE DONE ON REGULAR OR OVERTIME BASIS; AND IN
GENERAL ANY SPECIAL BUILDING REQUIREMENTS WHICH WILL AFFECT THE
COST OF ALL WORK BORNE BY THE GENERAL CONTRACTOR. ALLWORKSHALL
CONFORM TO ALL BASE BUILDING STANDARD SPECIFICA71ONS AND BUILDING
REGULATIONS , WHICH THE CONTRACTOR SHALL OBTAIN PRIOR TO
SUBMISSION OF BID.
3. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SUB-
CONTRACTORS' RECEIPT OF COMPLETE SETS OF THESE DOCUMENTS, AS WELL
AS ALL FUTURE ADDENDA, BULLETINS, FIELD DIRECTIVES AND CHANGE
ORDERS
4. THE ALA STANDARD DOCUMENT "A201" TITLED "GENERAL CONDITIONS OF THE
CONTRACT FOR CONSTRUCTION" SHALL BE CONSIDERED PART OF THE
GENERAL CONDITIONS OF THIS WORK,
5. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING MANAGEMENT
THE STORAGE OF MATERIALS AND SHALL PROVIDE PROTECTION AS NECESSARY
TO PREVENT VANDALISM AND LOSS OF MATERIALS BY THEFT OR DAMAGE
SUSTAINED DUE TO EXPOSURE TO INAPPROPRIATE ENVIRONMENTAL
CONDITIONS AND WILL REPAIR & REPLACE DAMAGE OR LOSSES AT THE
CONTRACTOR'S EXPENSE WITHOUT CHARGE TO THE OWNER.
6� WHERE ADJACENT AREAS BEYOND THE IMMEDIATE CONSTRUCTION AREA WILL
BE OCCUPIED DURING THE CONSTRUCTION PERIOD, THE CONTRACTOR SHALL:
A. CONFORM TO OWNERS AND TENANT REQUIREMENTS FOR HOURS OF
CONSTRUCTION OPERATIONS, ACCESS TO TENANT SPACES AND
ALLOWABLE NOISE LEVEL DURING TENANT BUSINESS HOURS
B. CONSTRUCTION OPERATIONS SHALL NOT BLOCK HALLWAYS ACCESSIBU
ROUTES OR MEANS OF EGRESS FOR TENANTS OF BUILDING.
C. CONSTRUCTION OPERATIONS SHALL NOT CAUSE INTERRUPTIONS OF
ELECTRICAL SERVICES TO THE TENANTS OF THE BUILDING WITHOUT
PRIOR NOTIFICATION AND APPROVALS, PROPERLY PROTECT ALL
FLOORS, MAIL CHUTES AND STAIR DOORS IN PUBLIC AREAS SUBJECT
TO CONSTRUCTION TRAFFIC. SHOE WIPING MATS WILL BE INSTALLED
AT ALL OPENINGS BETWEEN CONSTRUCTION AREAS AND ALL PUBLIC
SPACES. ALL ACTIVE AREAS SHALL BE KEPT CLEAN AND FREE FROM
DEBRIS.
1). ERECT AND MAINTAIN TEMPORARY BRACING, LIGHTS, DUSTPROOF
PARTITIONS, BARRICADES, FENCES AND WARNING SIGNS AS
NECESSARY TO PREVENT INJURY, NOISE, DUST AND INCONVENIENCE
TO OTHER TENANTS, THE PUBLIC, AND TO PREVENT DAMAGE TO
ADJACENT CONSTRUCTION WHICH IS TO BE LEFT IN PLACE,
E . CONTRACTOR SHALL FOLLOW THE RECOMMENDED CONTROL
MEASURES OF THE SHEET METAL AND AIR CONDITIONING NATIONAL
CONTRACTORS ASSOCIATION (SMACNA) IAQ GUIDELINES FOR
OCCUPIED BUILDINGS UNDER CONSTRUCTION, 2ND EDITION 2007,
ANSI/SMACNA 008-2008 (CHAPTER 3). ? PROTECT STORED ON -SITE
AND INSTALLED ABSORPTIVE MATERIALS FROM MOISTURE DAMAGE,
F . IF PERMANENTLY INSTALLED AIR HANDLERS ARE USED DURING
CONSTRUCTION, FILTRATION MEDIA WITH A MINIMUM EFFICIENCY
REPORTING VALUE (MERV) OF 8 MUST BE USED AT EACH RETURN AIR
GRILLE.
7. ALL CUTTING, CHASING, DRILLING OR DEMOLITION OF WALLS, SLABS, ETC.
REQUIRING THE USE OF JACKHAMMERS OR OTHER HEAVY HAND OR POWER
TOOLS SHALL BE PERFORMED AFTER REGULAR BUSINESS HOURS ON AN
OVERTIME BASIS IF NECESSARY, UNLESS THE BUILDING MANAGEMENT AND
ANY AFFECTED TENANTS PROVIDE A WRITTEN WAIVER EXPRESSLY PERMITTING
OTHERWISE.
a. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR
JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS
PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THIS
REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO
NORMAL WORKING HOURS, THE CONTRACTOR SHALL PROVIDE PUBLIC
PROTECTION, AS NECESSARY AND REQUIRED BY GOVERNING AGENCIES
HAVING JURISDICTION, UNTIL CLIENT ACCEPTANCE OF THE PREMISES.
9. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PROVISION
AND MAINTENANCE OF ALL BRACING, SHORING, ENCLOSURES, BARRIERS OR
SCAFFOLDING REQUIRED TO PROVIDE A SAFE WORKING ENVIRONMENT AS
DICTATED By SITE CONDITIONS AND THE PROGRESS OF WORK.
10. DURING THE ENTIRE CONSTRUCTION PERIOD, ALL EXITS, EXIT LIGHTING,
FIRE PROTECTION DEVICES AND ALARMS SHALL BE CONTINUOUSLY
MAINTAINED IN CONFORMANCE WITH LOCAL BUILDING CODE AND OTHER
GOVERNING ENTITY REQUIREMENTS. UNCL ALL EXISTING, SERVICES AND
DEVICES SHALL REMAIN ACTIVE,
IT. THE CONTRACTOR SHALL PROTECT THE PROPERTY OF THE CLIENT AND THE
BUILDING OWNER. INCLUDING, BUT 15 NOT LIMITED TO, WINDOWS, FLOOR
AND CEILING FINISHES, PUBLIC TOILETS, ELEVATORS, DOORS & SUCKS,
ELECTRICAL AND AIR-CONDITIONING EQUIPMENT, THE CONTRACTOR SHALL
PROTECT ADJOINING PROPERTY. DAMAGE CAUSED BY THE CONTRACTOWS
WORK OR WORKMEN MUST BE MADE GOOD, IN A TIMELY FASHION.
PATCHING AND REPLACEMENT OF DAMAGED WORK SHALL BE PERFORMED AT
THE COST OF THE CONTRACTORTHE CONTRACTOR SHALL BE FULLY
RESPONSIBLE FOR ALL SUB -CONTRACTORS. IF THE CONTRACTOR FALLS TO
COMPLETE THE REPAIRS IN A TIMELY FASHION, SAID REPAIRS WILL BE MADE
BY A CONTRACTOR SELECTED BY THE OWNEWS REPRESENTATIVE AND BACK
CHARGED ACCORDINGLY.
12. THE CONTRACTOR SHALL INDEMNIFY AND SAVE HARMLESS THE LANDLORD,
THE TENANT, AND ARCHITECT AGAINST ANY AND ALL CLAIMS AND DEMANDS
FOR THE DAMAGE TO THE PROPERTY OF ANY PERSON, FIRM OR INDIVIDUAL
OR FOR PERSONAL INJURIES (INCLUDING DEATH) ARISING OUT OF, OR
SUFFERED WHILE ENGAGED IN, OR CAUSED, IN WHOLE OR IN PART, BY THE
EXECUTION OF THE WORK, THE CONTRACTOR SHALL WELL AND TRULY
DEFEND THE LANDLORD, TENANT AND ARCHITECT AND SHALL PAY ALL
MONIES AWARDED FOR SUCH DAMAGES OR INJURIES (INCLUDING DEATH), ALL
COSTS INCLUDING ATTORNEYS FEES SUSTAINED, AND SHALL OBTAIN A FULL
ACQUAINTANCE AND RELEASE IN FAVOR OF THE LANDLORD, TENANT AND
ARCHITECT, UNLESS SUCH LIABILITY RESULTS SOLELY FROM THE NEGLIGENCE
OF THE LANDLORD, TENANT, ARCHITECT, ITS AGENTS OR EMPLOYEES.
13. THE ARCHITECT SHALL NOT BE HELD RESPONSIBLE FOR THE PERFORMANCE OF
ANY WORK, NOR FOR THE MEANS AND METHODS OF CONSTRUCTION CHOSEN
BY THE CONTRACTOR OR ANY SUB -CONTRACTORS, NOR SHALL THE ARCHITECT
GUARANTEE THE PERFORMANCE OF THEIR CONTRACTS.
14, THE CONTRACTOR SHALL PERFORM DAILY CLEANING OF THE JOB SITE
DURING THE CONSTRUCTION PERIOD AND SHALL PROTECT FINISHED WORK
FROM DAMAGE. IMMEDIATELY PRIOR TO TENANT OCCUPANCY, THE
CONTRACTOR SHALL PERFORM FINAL CLEANING OF THE WORK AREA
INCLUDING, BUFF NOT LIMITED TO, WET WIPING OF FURNITURE, AND
CASEWORK, WASHING AND WAXING OF VCT FLOORING AND THE VACUUMING
OF CARPET. ALL CLEANING SHALL BE IN ACCORDANCE WITH
MANUFACTURERS' RECOMMENDATIONS
15. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE WORK OF ALL
SUB -CONTRACTORS AND SHALL PERFORM SUCH MISCELLANEOUS WORK AS
MAY BE NECESSARY FOR THEM TO COMPLETE THEIR WORK. IT IS EXPECTED
THAT THE CONTRACTOR SHALL ALSO CLOSELY COORDINATE THE WORK WITH
THAT OF ALL OTHER VENDORS RETAINED BY THE CLIENT TO ASSURE THAT
ALL SCHEDULES ARE MET AND THAT WORK PROCEEDS WITHOUT DELAY.
16. BIDDERS, BEFORE SUBMITTING PROPOSALS, $HALL VISIT AND CAREFULLY
EXAMINE THE AREA AFFECTED BY THE WORK TO FAMILIARIZE THEMSELVES
WITH THE EXISTING CONDITIONS AND THE DIFFICULTIES THAT WILL AFFECT
THE EXECUTION OF THE WORK. SUBMISSION OF A PROPOSAL WILL BE
CONSTRUED AS EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE,
AND LATER CLAIMS WILL NOT BE RECOGNIZED FOR EXTRA LABOR,
EQUIPMENT, OR MATERIALS, REQUIRED BECAUSE OF DIFFICULTIES
ENCOUNTERED WHICH COULD HAVE BEEN REASONABLY FORESEEN HAD SUCH
AN EXAMINATION BEEN MADE. THE GENERAL CONTRACTOR SHALL VERIFY ALL
CONDITIONS AND DIMENSIONS ON THE JOB SITE AND REPORT ANY AND ALL
DISCREPANCIES ANIVOR UNUSUAL CONDITIONS TO THE ARCHITECT PRIOR
TO FINALIZING BIDS OR COMMENCEMENT OF ANY CONSTRUCTION.
IT THE GENERAL CONTRACTOR SHALL MAKE KNOWN ANY AND ALL LIMITATIONS,
EXCLUSIONS, OR MODIFICATIONS TO THE PROJECT DURING THE BID
SELECTIONS PERIOD. ANY AND ALL LIMITATIONS, EXCLUSIONS, OR
MODIFICATIONS NOT ITEMIZED IN THE BID PROPOSAL DOCUMENTS ARE
PRESUMED "INCLUDED', IN WHICH CASE NO ADDITIONAL MONIES WILL BE
ALLOCATED FOR THIS WORK.
18. EXISTING CONSTRUCTION AND DIMENSIONS SHOWN ARE PER EXISTING
DRAWINGS. ALL EXISTING INFORMATION MUST BE VERIFIED IN THE FIELD.
NEITHER THE OWNER NORTHE ARCHITECTS ARE RESPONSIBLE FOR ACCURACY
OF EXISTING INFORMATION, EXISTING CONSTRUCTION CONDITIONS IN AREAS
WHERE NEW WORK IS NOT PLANNED MAY BE NOT COMPLETELY SHOWN.
19. WITHIN ONE (1) WEEK (5 BUSINESS DAYS), OF THE AWARD OF THIS
CONTRACT, PRIOR TO MOBILIZATION FOR ANY WORK, THE CONTRACTOR
SHALL FURNISH A CONSTRUCTION SCHEDULE SHOWING CHRONOLOGICALLY
THE PHASES OF THE WORK, AND ALL RELATED WORK FOR THE COMPLETION OF
THE PROJECT. THIS SCHEDULE SHALL INDICATE ALL ORDERING LEAD TIMES,
LENGTH OF -TIME FOR EACH PHASE, US START AND COMPLETION, WITH A
PROJECTED COMPLETION DATE,
20. CONTRACTOR AND SUBCONTRACTORS $HALL ATTEND JOB MEETINGS
REQUIRED BY THIS CONTRACT,
21, THE CONTRACTOR SHALL OBTAIN ALL PERMITS FOR ALL SITE DEVELOPMENT
WORK, PAY ALL FEES FOR PERMITS AND CHECK ALL GOVERNING
AUTHORITIES, SPECIFICATIONS FOR BUT NOT LIMITED TO, GUTTERS,
SIDEWALKS, POLES, AND OTHER STRUCTURES, INCLUDING THE REMOVAL OR
RELOCATION OF EXISTING UFFILITTES OR OTHER PHYSICAL OBJECTS SHOWN
ON PLANS OR NOTED OTHERWISE,
SEPARATE PERMrFS, WHEN REQUIRED ANEVOR WHEN WORK ITEMS ARE
DESIGN/BUILD IN NATURE, SHALL BE OBTAINED BY THE CONTRACTOR FOR
MECHANICAL, PLUMBING, FIRE SPRINKLERS, ELECTRICAL AND FIRE ALARM,
DESCRIPTIVE, DETAILED DESIGN AND REQUIRED SUBMITTAL DOCUMENTS
INFORMATION SHALL BE PROVIDED FOR REVIEW BY THE REGULATING
AUTHORITIES AND BY THE OWNEWTENANT/ARCHITECT FOR APPROVAL
PRIOR TO ANY WORK BEING PERFORMED. SEE SPECIFICATIONS FOR
REQUIREMENT FOR DESIGN/BUILD FIRE SPRINKLER SYSTEM. SUBMIT PLAN
TO AND OBTAIN PERMIT FROM THE AUTHORITY HAVING JURISDICTION FOR
FIRE SPRINKLER SYSTEM INSTALLATION OR MODIFICATION, ALL WORK
SHALL COMPLY WITH CURRENT GOVERNING CODES.
ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH CURRENT
GOVERNING CODES. NOTHING IN THESE DRAWINGS IS TO BE CONSTRUED AS
TO PERMIT WORK WHICH IS NOT CONFORMING TO CURRENT GOVERNING
CODES�
22. THE CONTRACTOR SHALL CREATE AND IMPLEMENT AN EROSION AND
SEDIMENTATION CONTROL PLANFOR ALL SITE CONSTRUCT10N ACTIVITIES
ASSOCIATED WITH THE PROJECT.
THE PLAN MUST CONFORM TO THE EROSION AND SEDIMENTATION
REQUIREMENTS OF THE 2003 EPA CONSTRUCTION GENERAL PERMIT OR
LOCAL STANDARDS AND CODES, WHICHEVER IS MORE STRINGENT,
23. ALL REQUIRED PERMITS MUST BE OBTAINED FROM THE FIRE DEPARTMENT
PRIOR TO START OF CONSTRUCTION.
24. ALL COSTS FOR INSPECTIONS AND/OR TESTS SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR, UNO
25, THE CONTRACTOR SHALL PAY THE EXPENSES FOR ALL TRANSPORTATION,
HOISTING AND ELEVATOR USE CHARGES ON ALL MATERIALS OR EQUIPMENT
TO THE POINT OF USE, AND SHALL BE RESPONSIBLE FOR ALL UNLOADING,
CHECKING AND STORAGE OF THE SAME IN CONNECTION WITH THIS
CONTRACT,
26. OF THE INEVITABLE WASTE THAT IS GENERATED, AS MANY OF THE WASTE
MATERIALS AS ECONOMICALLY FEASIBLE SHALL BE REUSED, SALVAGED, OR
RECYCLED. WASTE DISPOSAL IN LANDFILLS SHALL BE MINIMIZED.
CONTRACTOR SHALL COORDINATE WASTE MATERIALS HANDLING AND
SEPARATION FOR ALL TRADES, CONTRACTOR SHALL PROVIDE SEPARATION,
HANDLING, TRANSPORTATION, RECYCLING, SALVAGE, AND LANDFILLING FOR
ALL DEMOLITION AND WASTE MATERIALS. RECYCLABLE MATERIALS CAN BE
COMMINGLED IN DUMPSTERS ON -SITE AS LONG AS PROVISION IS MADE FOR
HAULING TO A TRANSFER STATION WHERE SEPARATION WILL OCCUR.
TRANSFER STATION MUST PROVIDE DOCUMENTATION REPORT TYPES OF
MATERIALS SEPARATED BY LOAD AND PERCENTAGE OF EACH LOAD. FINAL
DESTINATION OF SORTED MATERIALS MUST ALSO BE REPORTED.
DIVERSION GOALS: A MINIMUM 75% OF TOTAL PROJECT WASTE SHALL BE
DIVERTED FROM LANDFILL. THE FOLLOWING WASTE CATEGORIES, AT A
MINIMUM, SHALL BE DIVERTED FROM LANDFILL.
a. CLEAN DIMENSIONED WOOD, PALLET WOOD
b. PLYWOOD, OSB, AND PARTICLEBOARD
c. CONCRETE
d. CARDBOARD, PAPER, PACKAGING
e. METALS
I. GYPSUM DRYWALL (UNPAINTED)
g. ACOUSTIC TILE
h. PAINT
I. GLASS
1� PLASTICS
k� CARPET AND PAD
1. BEVERAGE CONTAINERS
27. THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS, MAINTAIN AND PAY
ALL COSTS FOR TEMPORARY WATER, PLUMBING, POWER, LIGHTING,
HEATING OR VENTILATION REQUIRED TO PROPERLY CONDUCT THE WORK.
28. DIMENSIONS ARE TO FACE OF STUD, CONCRETE, OR MASONRY UON.
DO NOT SCALE THESE DRAWINGS; WRITTEN DIMENSIONS SHALL GOVERN.
SHOULD ANY DIMENSIONAL DISCREPANCIES BE ENCOUNTERED,
CLARIFICATIONS SHALL BE OBTAINED FROM THE OFFICE OF THE ARCHITECT.
29. LARGE SCALE DETAILS SHALL GOVERN OVER SMALLER SCALE PLANS AND
ELEVATIONS.
30. INSTALL ALL EQUIPMENT AND MATERIALS PER MANUFACTURERS'
RECOMMENDATIONS. ANY DIFFICULTIES ARE TO BE REPORTED TO THE
ARCHITECT IMMEDIATELY.
31. THE CONTRACTOR AND EACH SUBCONTRACTOR SHALL WARRANTEE ALL
WORK PERFORMED BY HIM DIRECTLY FOR A MINIMUM PERIOD OF ONE (1)
YEAR AS SPECIFIED IN THE CONSTRUCTION CONTRACT. ALL DEFECTS
OCCURRING IN THE GUARANTEED PERIOD SHALL BE CORRECTED AT NO
ADDITIONAL COST.
32, THE CLIENT, ARCHITECT, CONSULTANTS AND ALL INSPECTORS FROM
PERTINENT AGENCIES SHALL BE PERMITTED ACCESS TO THE JOB SITE AT ALL
TIMES DURING NORMAL WORKING HOURS.
33. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND
EQUIPMENT NECESSARYTO EXECUTE ALL WORK, EXCEPT WHERE NOTED AS
NOT IN CONTRACT (N.LC,).
34. MINOR DETAILS NOT SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER
CONSTRUCTION OF ANY PART OF THE WORK, SHALL BE INCLUDED AS IF THEY
WERE INDICATED IN THE DRAWINGS, UNLESS OTHERWISE AGREED UPON.
WHERE THE CONTRACT, CONSTRUCTION NOTES OR DRAWINGS CALL FOR ANY
WORK OF A MORE STRINGENT NATURE THAN THAT REQUIRED BY THE
BUILDING CODE, OR ANY OTHER ENTITY HAVING JURISDICTION OVER THE
WORK THE WORK OF THE MORE STRINGENT NATURE CALLED SHALL BE
FURNI�HED IN ALL CASES.
35. FOR ALL MATERIALS PURCHASED THE CONTRACTOR SHALL FURNISH
MATERIALS WHICH YIELD THE HIGHEST PERCENT OF PRE -CONSUMER (POST-
INDUSTRIAL) AND POST -CONSUMER RECYCLED CONTEN r. THE CONTRACTOR
SHALL FURNISH THESE MATERIALS WITHIN THE PARAMETERS OF THE BUDGET
AND SHALL NOT PURCHASE ANY COST -ADDING MATERIAL OR PAY A PREMIUM
(MORE THAN FAIR MARKET VALUE) WITHOUT PROJECT MANAGER AND OWNER
ACKNOWLEDGEMENT AND APPROVAL.
36. FOR ALL MATERIALS PURCHASED THE CONTRACTOR SHALL FURNISH
MATERIALS MANUFACTURED WITHIN A 500 MILE RADIUS OF THE PROJECT
SITE WHERE AVAILABLE, WITHIN BUDGET, WITHIN FAIR MARKET VALUE AND
DO NOT PRESENT RISK TO THE PROJECT SCHEDULE.
3T FOR ALL NEW WOOD PRODUCTS INCLUDING BUT NOT LIMITED TO PARTICLE
BOARD, MDF, PLYWOOD, OSB AND WOOD DOORS, THE CONTRACTOR SHALL
FURNISH MATERIALS THAT CONTAIN NO ADDED UREA-FORMADALHYDE
38. DETAILS ARE INTENDED TO SHOW THE INTENT OF THE DESIGN. MINOR
MODIFICATIONS MAY BE REQUIRED TO SOFT FIELD CONDITIONS.
REQUIRED MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK.
39. ALL WORK SHALL BE EXECUTED IN A WORKMANLIKE MANNER BY MECHANICS
AND TRADESPERSONS SKILLED IN THEIR RESPECTIVE TRADES AND IN
ACCORDANCE WITH THE BEST TRADE PRACTICES.
40, THE CONTRACTOR SHALL CONFIRM THE AVAILABILITY AND DELIVERY TIMES
FOR ALL SPECIFIED MATERIALS & EQUIPMENT REQUIRED TO PERFORM THE
WORK UPON RECEIPT OF THE CONTRACT DOCUMENTS. SHOULD THE
AVAILABILITY OF SPECIFIED ITEMS POSE A DELAY TO THE ON -TIME
COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL NOTIFY THE
ARCHITECT IMMEDIATELY AND PROPOSE AN EQUIVALENT SUBSTITUTION TO
BE REVIEWED BY THE ARCHITECT IF SUCH A DELAY IS NOT ACCEPTABLE.
41. SUBSTITUTION OF ALL EQUALS SHALL BE ONLY AS APPROVED BY THE
ARCHITECT, WHERE THE TERM "OR EQUAL!'IS USED THE ARCHITECT SHALL
BE THE SOLE JUDGE OF EQUALITY BASED UPON THE INFORMATION
FURNISHED BY THE CONTRACTOR. SUBSTITUTIONS MUST BE ACCEPTED IN
WRITING BEFORE THEY MAY BE USED.
42. THE CONTRAC70R SHALL PREPARE SUBMITTALS FOR REVIEW BY THE
ARCHITECT, FOR ALL MATERIALS AND EQUIPMENT SPECIFIED. IF THE
CONTRACTOR, THE OWNER, OR THE OWNEWS REPRESENTATIVE SUBSTITUTES
A MATERIAL, METHOD OF ATTACHMENT, REVISES A CONSTRUCTION DETAIL,
OR IN ANY WAY ALTERS THE WORK SUCH THAT IT NO LONGER CONFORMS TO
THESE DOCUMENTS, WITHOUT THE WRITTEN ACCEPTANCE OF THE
ARCHITECT, SUCH AMON WILL RELIEVE THE ARCHITECT OF ANY
RESPONSIBILITY OR LIABILITY INCLUDING, BUT NOT LIMITED TO, AESTHETIC
CONSEQUENCES, SUBSEQUENT FAILURE(S) AND PERSONAL OR PROPERTY
DAMAGE ATTRIBUTABLE TO THIS CHANGE.
41 REVIEW OF A SPECIFIC ITEM SHALL NOT INCLUDE REVIEW OF AN ASSEMBLY
OF WHICH THE ITEM IS A COMPONENT.
44. SUBMITTALS THAT CONTAIN EXCESSIVE ERRORS OR ARE INCOMPLETE OR
INADEQUATE MAY BE RETURNED WITHOUT ACTION. COSTS INCURRED FOR
THE RESULTANT DELAYS VOLL BE THE RESPONSIBILITY OF THE
CONTRACTOR.
45. REVIEW OF SUBMITTALS SHALL NOT RELIEVE THE CONTRACTOR OF
OBLIGATIONS OR RESPONSIBILITIES FOR DEVIATIONS FROM THE
REQUIREMENTS OF THESE CONTRACT DOCUMENTS, UNLESS THE ARCHITECT
IS NOTIFIED AND SPECIFICALLY APPROVES OF, THE DEVIATIONS AT THE
TIME OF SUBMISSION.
46. REVIEW OF SUBMITTALS SHALL NOT RELIEVE THE CONTRACTOR'S
OBUGAT70N FOR COORDINATION NOR WAIVE RESPONSIBILITY FOR ERRORS
AND OMISSIONS IN THE SUBMITTALS, INCLUDING "FIELD MEASURE."
47. CHANGES IN THE SCOPE OF WORK OR IN CONSTRUCTION DETAILS,
WHETHER DUE TO FIELD CONDITIONS OR OMISSIONS BY THE CONTRACTOR,
ARCHITECT OR OWNER, SHALL BE DOCUMENTED BY THE ARCHITECT AND
APPROVED, PRIOR TO EXECUTION.
48. THE PRESENCE OF A REPRESENTATIVE OF THE ARCHITECT ON THE JOB SITE
DOES NOT IMPLY CONCURRENCE WITH OR THE APPROVAL OF ANY WORK. THE
CONTRACTOR SMALL CALLTO THE ATTEN71ON OF THE ARCHITECT, IN
WRITING, ALL SPECIFIC ITEMS FOR WHICH ARCHIFFECTS REVIEW IS REQUIREDI
49� UPON SUBSTANTIAL COMPLETION OF WORK THE CONTRACTOR SHALL
PREPARE A "PUNCHLIST"OF CORRECTIONS AND UNSATISFACTORY AND/OR
INCOMPLETE WORK FOR REVIEW BY THE ARCHITECT.
50. THE CONTRACTOR SHALL MAINTAIN AT THE SITE, ONE RECORD COPY OF ALL
DRAWINGS, PERMITS, SUBMITTALS AND SAMPLES ON WHICH TO RECORD ALL
CHANGES DURING CONSTRUCTION. ACCESS TO THESE SHALL BE PROVIDED FOR
THE USE OF ALL TRADES, CLIENT REPRESENTATIVES AND THE ARCHITECT,
DURING ALL PHASES OF CONSTRUCTION.
51. DURING THE COURSE OF CONSTRUCTION, ACTUAL LOCATIONS SHALL BE
INDICATED TO SCALE IN RED INK ON THE OWNERS RECORD DRAWINGS FOR ALL
RUNS OF MECHANICAL AND ELECTRICAL WORK INCLUDING CONCEALED WORK
WHICH DEVIATES FROM THE DRAWINGS. UPON COMPLETION OF THE PROJECT,
INCLUDING ALL PUNCHLIST ITEMS, THIS INFORMATION SHALL BE NEATLY
TRANSFERRED BY THE CONTRACTOR TO A SET OF DRAWINGS, WHICH SHALL BE
MARKED "AS BUILT SET'AND COPIES SHALL BE PROVIDED TO BOTH THE
OWNER AND THE ARCHITECT. WITHIN THREE (3) WEEKS (15 BUSINESS DAYS)
OF THE RECEIPT OF THE "AS BUILT SET." APPROVAL FOR FINAL PAYMENT TO
THE CONTRACTOR SHALL BE GRANTED OR REASONABLE CAUSE SHOWN WHY
SUCH APPROVAL HAS BEEN DENIED.
52. PRIOR TO THE COMPLETION OF THE WORK, THE CONTRACTOR SHALL
ASSEMBLE AND FURNISH THE CLIENT A COMPLETE SET OF MANUFACTURERS'
CATALOG, OPERATING INSTRUCTIONS, START-UP CHECK LISTS, MAINTENANCE
INSTRUCTIONS AND SIMILAR DATA, AS WELL AS ALL GUARANTEE(S) FOR ALL
EQUIPMENT AND OPERABLE DEVICES FURNISHED OR INSTALLED BY THE
CONTRACTOR UNDER THIS CONTRACT, AND SHALL ORIENT AND INSTRUCT
THE PERSONNEL DESIGNATED BY THE CLIENT IN THE OPERATION OF ALL SUCH
EQUIPMENT.
53. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER IN THE EVENT
THAT MOLD OR ASBESTOS IS UNCOVERED, THE OWNER SHALL RETAIN A
QUALIFIED CONSULTANT WHO SHALL ARRANGE FOR THE PROMPT
IDENTIFICATION, TESTING, TREATMENT, REMEDIATION AND STORAGE OF THE
MOLD OR ASBESTOS AS REQUIRED BY LAW AND GOOD CONSTRUCTION
PRACTICES. THE ARCHITECT SHALL BEAR NO RESPONSIBILITY FOR WORK
RELATED TO THESE MATERIALS.
54, THE CONTRACTOR IS ADVISED THAT THE PREMISE HAS NOT BEEN TESTED FOR
LEAD PAINT OR OTHER POTENTIALLY HAZARDOUS MATERIALS. THE
CONTRACTOR SHALL USE ALL APPROPRIATE PRECAUTIONS IN THE CARRYING
OUT OF ALL CONSTRUCTION OPERATIONS WHICH MIGHT DISTURB SUCH
MATERIALS.
55. ALL CONTRACTORS SHALL CARRY PROPERTY DAMAGE AND PUBLIC LIABILITY
INSURANCE AS REQUIRED BY ANY GOVERNING AGENCIES HAVING
JURISDICTION AND COMPLYING WITH STATUTORY REQUIREMENTS FOR
DISABILITY AND WORKMEN'S COMPENSATION.
A
COLUMN LINE/GRID LINE
DOOR/RELrrE NUMBER
CORRESPONDS TO ROOM ENTERING
KEY NOTE
PARTITION TYPE
x REVISION NUMBER
REVISION
CLOUD AROLND REVISION
MATCH LINE
SHADED PORTION IS THE SIDE
CONSIDERED
WORK POINT, CONTROL POINT
OR DATUM PDINT
EQUIPMENT NUMBER
F492
t x BUILDING SECTION
AX. SECTION IDENTIFICATION
SHEET WHERE SECTION IS DRAWN
PROJECT
DETAILSECTION NORTH N
AX.X SECTION IDENTIFICATION _C��
SHEET WHERE SECTION IS DRAWN
TT
V@O
WINDOW SYMBOL
A
INTERIOR ELEVATION(S)
D
*--I-
ELEVATION IDENTIFICATION
SHEET WHERE ELEVATION IS
DRAWN
TITLEI
T ITLEI
ROOM IDENTIFICATION
TITLE3____�
R -M NAME
ROOM #-
ROOM NO.
FINISHED CEILING HEIGHT
-
PROPERTY LINE
78
NEW OR FINISHED CONTOURS
EXISTING CONTOURS
71
DETAIL OR ENLARGED PLAN
DETAIL IDENTIFICATION
SHEET WHERE DETAIL IS DRAWN
TOP OF WALL
TOP OF CURB
TOP OF PAVEMENT
PROJECT NORTH
DENOTES CHANGE IN
ELEVATION
FP7T FINISH SYMBOL
1 2 1 '
V
ANGLE
CENTER LINE
0
DIAMETER OR ROUND
#
NUMBER OR POUND
j
PENNY
_L
PERPENDICULAR
ft
PLATE
AS
ANCHOR BOLT
AC
ACOUSTICAL
A/C
AIR CONDITIONING
ACP
ACOUSTICAL CEILING PANEL
ACT
ACOUSTICAL TILE
ADH
ADHESIVE
ADJ
ADJACENT
AF
ACCESS FLOOR
AFF
ATIABOVE FINISH FLOOR
AHJ
AUTHORITY HAVING JURISDICTION
AL
ALUMINUM
ALT
ALTERNATE
AP
ACCESS PANEL
APC
ACOUSTICAL PANEL CEILING
APPROX
APPROXIMATE
ARCH
ARCHITECTURAL
ASPH
ASPHALT
BD
BOARD
BETW
BETWEEN
BLK
BLOCK
BLDG
BUILDING
BM
BEAM
BRG
BEARING
BOT
BOTTOM
BSMT
BASEMENT
BUR
BUILT UP ROOF
CAB
CABINET
CB
CATCH BASIN
CBU
CEMENITTIOUS BACKER UNFr
CEM
CEMENT
CER
CERAMIC
CFM
CUBIC FEET PER MINUTE
CFT
CONDUCTIVE FLOOR TILE
CG
CORNER GUARD
CHBD
CHALK BOARD
Ci
CAST IRON
CTF
CONTROL JOINT
CLF
CHAIN LINK FENCE
CLG
CEILING
C)
CONSTRUCTION JOINT
CLK
CAULKING
CLO
CLOSET
CLR
CLEAR
CMU
CONCRETE MASONRY UNIT
CNIR
COUNTER
CO
CLEANOUT
COL
COLUMN
CONC
CONCRETE
CONSIR CONSTRUCTION
CONT
CONTINUOUS
CORR
CORRIDOR
CPT
CARPET
CT
CERAMIC TILE
CIR
CENTER
CY
CUBIC YARD
DBL
DOUBLE
DEPT
DEPARTMENT
DF
DRINKING FOUNTAIN(W/O COOLER)
DIA
DIAMETER
DIAG
DIAGONAL
DIM
DIMENSION
DISP
DISPENSER
ON
DOWN
DR
DOOR OR DRAIN
DTL
DETAIL
DWR
DRAWER
DS
DOWNSPOUT
DW
DISHWASHER
DWG
DRAWING
E
EAST
EA
EACH
EB
EXPANSION BOLT
El
EXPANSION JOINT
EL
ELEVATION
ELEC
ELECTRIC
ELEV
ELEVATOR
EM
ENTRY MAT
EMER
EMERGENCY
ENCL
ENCLOSURE OR ENCLOSED
EP
ELECTRICAL PANEL
EWC
ELECTRIC WATER COOLER
EPX
EPDXY
EQ
EQUAL
EQUIP
EQUIPMENT
EST
ESTIMATE
EX
EXPANSION
EXIST
EXISTING
ED�7
EXTERIOR
FA
FIRE ALARM
FBO
FURNISHED BY OTHERS
FCIC
FURNISHED BY CONTRACTOR
INSTALLED BY CONTRACTOR
FCTY
FACTORY
FD
FLOOR DRAIN
FDN
FOUNDATION
FE
FIRE EXTINGUISHER
FEC
FIRE E)MNGUISHER CABINET
FF
FACTORY FINISH
FIN
FINISH
FL
FLOOR
FLG
FLASHING
FLUOR
FLUORESCENT
FM
FACTORY MUTUAL
FOC
FACE OF CONCRETE
FOF
FACE OF FINISH
FDIC
FURNISHED BY OWNER
INSTALLED BY CONTRACTOR
FOIO
FURNISHED BY OWNER
INSTALLED BY OWNER
FOS
FACE OF STUD
FS
FULLSIZE
FT
FEET
FIG
FOOTING
FFIC
FURNISHED BY TENANT
INSTALLED BY CONTRACTOR
FTIO
FURNISHED BY TENANT
INSTALLED BY OWNER
FURR
FURRING
FUT
FUTURE
FUTURE-
FUTURE ROUGH IN ONLY
RIO
GA
GAGE
GALV
GALVANIZED
GB
GRAB BAR
GC
GENERAL CONTRACTOR
GL
GLASS OR GLAZING
GLB
GUJLAM BEAM
GND
GROUND
GR
GRADE
GVVB
GYPSUM WALL BOARD
HB
HOSE BIB
HC
HOLLOW CORE OR HANDICAP
HDR
HEADER
HDVVD
HARDWOOD
HOWE
HARDWARE
HM
HOLLOW METAL
HORIZ
HORIZONTAL
HR
HOUR
HT
HEIGHT
HTG
HEATING
HVAC
HEATING[VENTILATION/
AIR CONDITIONING
HWH
HOT WATER HEATER
IBC
INTERNATIONAL BUILDING CODE
ID
INSIDE DIAMETER/
DIMENSION
IEC
INTERNATIONAL ELECTRIC
CODE COUNCIL
IFC
INTERNATIONAL FIRE CODE
IG
INSULATED GLAZING
IHM
INSULATED HOLLOW METAL
IN
INCH
INCL
INCLUDE
INSUL
INSULATION
INT
INTERIOR
IPC
INTERNATIONAL PUJMBING CODE
]AN
JANITOR
JT
JOINT
KIT
KITCHEN
KO
KNOCK OUT
KS
KNEE SPACE
LAM
LAMINATE
LAV
LAVATORY
LB
LAG BOLT
LF
LINEAL FOOT
LG
LENGTH
LH
LEFT HAND
LINO
LINOLEUM
UKR
LOCKER
IT
LIGHT
MACH
MACHINE
MATL
MATERIAL
MAX
MAXIMUM
MECH
MECHANICAL
MEZZ
MEZZANINE
MFR
MANUFACTURER
MH
MANHOLE
MIN
MINIMUM
MIR
MIRROR
MISC
MISCELLANEOUS
MILO
MOLDING
MRGVVB
MOISTURE RESISTANT GWB
MTD
MOUNTED
MTL
METAL
MULL
MULLION
N
NORTH
NIC
NOT IN CONTRACT
NO/#
NUMBER
NOM
NOMINAL
NTS
NOT TO SCALE
OA
OVERALL
0C
ON CENTER
OD
OUTSIDE DIAMETER/
DIMENSION
OFF
OFFICE
OH
OVERHEAD
OPH
OPPOSITE HAND
OPNG
OPENING
OPP
OPPOSITE
PERP
PERPENDICULAR
PFN
PREFINISHED,
PL
PLATE OR PROPERTY LINE
PLAM
PLASTIC LAMINATE
PLYWD
PLYWOOD
PNL
PANEL
PINT
PAINT
PR
PAIR
PS
PAINT SYSTEM
PST
POUNDS PER SQUARE FOOT
PSI
POUNDS PER SQUARE INCH
PIT
PRESSURE TREATED
PTO
PAPER TOWEL DISPENSER
PTD/R
PAPER TOWEL DISPENSER
AND RECEPTACLE
PTN
PARTITION
FIR
PAPER TOWEL RECEPTACLE
PVMT
PAVEMENT
QT
QUARRY TILE
R
RISER
RA
RETURN AIR
RAD
RADIUS
R&S
ROD & SHELF
RB
RESILIENT BASE
RCP
REFLECTED CEILING PLAN
RD
ROOF DRAIN
RD/O
ROOF DRAIN OVERFLOW
REBAR
REINFORCING BAR
REF
REFERENCE
REFR
REFRIGERATOR
REINF
REINFORCED
REQ'D
REQUIRED
REV
REVISION
RH
RIGHT HAND OR ROBE HOOK
RESIL
RESILIENT
RM
ROOM
RO
ROUGH OPENING
RT
RESILIENT TILE
RUB
RUBBER
RW
RAIN WATER
RWL
RAIN WATER LEADER
S
SOUTH
SC
SOLID CORE
SCD
SEAT COVER DISPENSER
SCHD
SCHEDULE
SO
SOAP DISPENSER
SECT
SEC71ON
SF
SQUARE FEET
SHTG
SHEATHING
Sim
SIMILAR
SNK
SINK
SLR
SEALER
SND
SANITARY NAPKIN
DISPENSER
SNR
SANITARY NAPKIN
RECEPTACLE
SPEC
SPECIFICATION
SQ
SQUARE
Ssr
STAINLESS STEEL
SSK
SERVICE SINK
ST
STONE/STONE TILE
STA
STATION
SIC
SOUND TRANSMISSION
CLASS
SIO
STANDARD
STL
STEEL
STOR
STORAGE
STRL
STRUCTURAL
SUSP
SUSPENDED
SV
SHEET VINYL
SYM
SYMMETRICAL
T
TREAD
TB
TOWEL BAR
T&B
TOP & BOTTOM
TG
TEMPERED GLASS
THK
THICK
TIG
TEMPERED INSULATED
GLAZING
TO
TOP OF
TOC
TOP OF CONCRETE
TOP
TOP OF PAVEMENT
TOS
TOP OF STEEL
TOSL
TOP OF SLAB
TOW
TOP OF WALL
TPD
TOILET PAPER DISPENSER
TPH
TOILET PAPER HOLDER
TPTN
TOILET PARTITION
TS
TUBULAR STEEL
TV
TELEVISION
TYP
TYPICAL
UL
UNDERWRITERS LABORATORY
UNF
UNFINISHED
UON
UNLESS OTHERWISE NOTED
UR
URINAL
VAR
VARIES
VCT
VINYL COMPOSITION TILE
VERT
VERTICAL
VEST
VESTIBULE
VIN
VINYL
VWC
VINYL WALL COVERING
w
WEST
W/
WITH
W/O
WITHOUT
WC
WATER CLOSET
WD
WOOD
WF
WIDE FLANGE
WG
WIRE GLASS
WHSE
WAREHOUSE
VVP
WATER PROOF
WR
WATER RESISTANT
VVSCr
WAINSCOT
WT
WEIGHT
XFMR
TRANSFORMER
YD
YARD
Nelco Architecture, Inc.
1200 Fifth Ave.
Suite 1300
Seattle, WA 98101
Phone: (206) 408-8500
WWW.NELSONWORLDWIDE.COM
Client Representative:
Firm Name: KIDDER MATHEWS
Attn: WENDIE BILLINGS
T: 206.248.6531
E-mail:WENDIE.BILLINGS@KIDDER.com
CLIENT
7
Kidde'r
Math..Ws
KIDDER MATHEWS
12886 INTERURBAN AVE S
SEATTLE, WA 98168
PROJECT.
SCUTHCENTER BUISNESS PARK
SPECULATIVE SUITE
1147 & 1151 ANDOVER PARK WEST
TUKWILA, WA 98188
Description: No: Date:
PERMITSET 11/07/2019
SEAL:
10194
RE TERED
TE
HITECT
G
TDN
STATE OF NWAS N N
REVIE D FOR
%IULJC 1,U1VIrL1^1M1�F_ �ITYSTAMP.
APPROVED
DEC 0 5 2019
City of Tukwila
BUILDING DIVISION
302/303 FLOOR SURFACES & CHANGES IN LEVEL
404 DOORS continued
ANSI/IEC A117.1 303 - CHANGES IN LEVEL (REFERENCE DETAIL)
ANSUICC A117.1 404.2.6 - DOOR HARDWARE
A. Changes in level up to 1/4" may be vertical and without edge treatment
A. Handles, pulls, latches, locks, and other operating devices shall have a shape that is easy
B. Changes in level between 1/4" and 1/2" shall be beveled with a slope no greater than 1:2,
to green with one hand and does not require tight grasping, tight pinching, or twisting of
the wrist to operate.
-
>� �
I , Lever -operated mechanisms, push -type mechanisms, and U-shaped handles are
<
2: -1 1 2
�` - �
- �_
acceptable designs.
2. When sliding doom are fully open, operating hardware shall be exposed and usable
�:r
from both sides.
��'
3. Hardware required for accessible door passage shall be mounted between 34" and
�4� ,�
48" above finished floor.
Deag
ANSI/ICE A117.1 302 2 - CARPET
�
ANSI/ICC At 17.1 404.2.7.1 - DOOR CLOSERS �
-
A. Carpet pmv,ld on a floor surface shall be securely attached; have a firrin pad .r backing,
A. Door cicsoem shall be adjusted so that from an open position of 90 degrees, the time 9
or no pad; and have a level loop, textured loop, level cut pile, or level cut/uncut pile
required to move the door to an open position of 12 degrees shall be 5 Seconds minimum, Lr
texture, Maximum pile thickness Shot be 1/2". Exposad edges of Carpet shall be fastened
ANSI/ICC A117.1 40,L2.72 - SPRING HINGES
to Poor surfaces and have trim along the exposed edges.
A. Door spring hinges shall be adjusted so that from the open position of 70 degrees, the
ANSIJICC A117.1 302.3 - GRATINGS
door shall move to the dosed position in 1.5 Seconds minimum.
A. If gmtings are located in walking surfaces or along accessible mutes, then they shall have
ANSI/ICC A117.1 404.2.8 and IBC with WA STATE AMENDMENTS - DOOR OPENING FORCE
spaces no greater than 1/2" wide in one direction.
A. The maximum force for pushing or pulling open doom shall be as follows:
B. If gratings have elongated openings, then they shall be placed Go that the long dimension
1. Fire doors shall have the minimum opening force allowable by the appropriate
502/503 PARKING AND PASSENGER LOADING ZONES continued
=j�CAVANIAED MOUNTING Posts -------- 7-1
_ =
-
- , 11-01, ��
I
- -
NO
PARKING
. __ i;_�V�l M
is perpendicular to the dominant direction of travel. administrative authority. Detail
1 ' Other doom 505 HANDRAILS
305 CLEAR FLOOR SPACE a. Exterior hinged, sliding or folding door: 10.0 le. max.
b. Interior hinged doom: 5,0 b. max.
ANSI/ICC A117.1 305.2 - SIZE AND APPROACH c. Interior sliding or folding doom: 5.0 b. max. Bottom rail to pawide edge
A. Minimum clear floor space for a wheelchair and occupant shall be 30" wide x 48" long. These forces do not apply to the force required to retract latch bolts or disengage other protection
Clear floor space shall be centered on the element it serves. devices that may hold the door in a dosed position.
Exception: Interior or exterior automatic doors Complying with Section 404.3 of ICC Handrail to eldend with slope at
A117A. bottom extension
307 PROTRUDING OBJECTS (REFERENCE DERILS)
406 CURB RAMPS
ANSIIICC A117.1 307 - GENERAL
A. Objects projecting from walls (for example, telephones) with their leading edges between
ANSI/1EC A117.1 406 - SLOPE (REFERENCE DETAIL)
27"-80" above the finished floor shall protrude no more than 4" into walks, halls,
A. Slopes of curb ramps shall comply with 406
corridors, passageways, or aisles, Freestanding objects mounted on posts or pylons may
B. Maximum slopes of adjoining gutters, road surface immediately adjacent to the curb ramp,
overhang 12" maximum from 27"-80" above the ground or finished floor. Protruding
or accoessible route shall not exceed 1:20.
objects shall not reduce the clear width of an accessible route or maneuvering space.
ANSI/ICC A117A 406A - WIDTH (REFERENCE DETAIL)
A The minimum width of a Curb ramp shall be 36", exclusive of flared sides.
-LOBBY -
11
, 4" MAX. C EAR WI
[ANY AMOUNT
ANSI/ICc A117.1 406.3 - SIDES OF CURB RAMPS (REFERENCE DETAIL)
I
.
r - -
' '
-
A. If a curb ramp is located where pedestrians must walk across the ramp or where it is not
protected by handrails or guardrails, it shall have flared sides, the maximum slope of the
a
a
flare shall be 1: 10
2P
2:
It
i
I
- - Adi Slope Shall
- Not Exceed 1:20
.
.
11
t
-
I
//-
If x Is less thissi, 48'
, .
�
I
�
�
Than The Slope Of The flared Flared SWE
2:
=
�
I
I
Z
Sides Shall Net Em,ed 1:12
-
I ' -
,
I
F,
36" l"
Q
Detail 2t�i
n"
308 & 309 REACH RANGES AND OPERABLE PARTS
Ramp (1;12 M. Slope)
11 Shall Hawe Detectable Warnings
ANSI/ICC A117.1 308 - HEIGHT (REFERENCE DETAIL)
- and ocratisting Palo,
A. Unobstructed front approach - 48" max. to 15" min. A.F.F. Controls located in an alcove
____1
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>2" deep must have 36" clear floor width.
' 1:10 Max. slope
-
B. Unobstructed side approach - 48" max. to 15" min. A.F.F. Controls located in an alcove
Standard �Q,b Ramp
> IS" deep must have 60" dear floor width.
36" Min.
C. Electrical & communication system receptacles shall be mounted no less than 15" above
Idponel, , a 11,11
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ANSI/ICC Al 17.1 309 - OPERABLE PARTS
Operable parts shall be operable with one hand and shall not require tight grasping, pinching,
... �
"
or twisting of the wrist. The force required to activate operable parts shall be 5.Olbs
Pa. .a
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maximum.
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Core Ramp PuNgel to Curb Note: If! lope is 1:20 or less
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A.Clf diagonal curb ramps have returned Curbs or other well-defined edges, such edges shall
be parallel to the direction of pedestrian flow. The bottom of diagonal curb namps shall
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have 48" minimum clear space outside active traffic ames of the roadway. If diagonal curb
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ramps are provided at marked crossings, the 48" dear space shall be within the markings.
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If diagonal curb ramps have flared sides, they shall also have at least a 24" long segment
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of straight curb located on each side of the curb ramp and within the marked chossing.
FULL LENGTH MOP/BROOM STAINLESS STEEL SOLID HAT/COAT HOOK ANSI/IOC A117.1 406.11 - ISLANDS
MIRROR HOLDER SHELF PLASTIC
A. Any raised islands in crossings shall be cut through level with the street or Curb ramps at
both sides and a level area at least 48" long and 36" minimum wide between the curb
BENCH
ramps in the part of the island intersected by the cromnings.
403 ACCESSIBLE ROUTE - WALKING SURFACES
IBC 1104 - LOCATION
A. At least one acc�ble route within the site shall be provided from public transportation
:tops, accessible parking and accessible passenger loading zones, and public streets or
ficiewalks to the accessible building entrance served.
ANSI/IEC A117.1 403.5 - CLEAR WIDTH
A. The minimum dear width shall be 32" at a point for a max, length of 24" and 36"
continuously, per Table below.
Ell IMUM
SEGMENT SEGMENT
lass tlhiolld'�4.1
to: 24"
siesta, in,,: 24-
IBC With WA STATE AMENDMENTS 1101.2.1 - CLEAR WIDTH
A. Clear width of an -seible route shall comply with Table above. For exterior routes of
travel, the minimum dear width shall be 44`�
ANSI/ICC A117.1 403.5.2 - PASSING SPACE
A. If an accessible route is less than 60" in width, then passing spaces of at least 6O,,x6O,,
shall be provided at 209 max. spacing,
EC The minimum clear width for two wheelchal. to Pa. is 60"
ANSI/ICC At 17.1 307.2
A. Accessible mutes shall have 80" min, clear head room.
Al At 17.1 4033 - SLOPE
A' Running slope shall not exceed 1:20.
B. cream slope shall not exceed 1:48
404 DOORS
Al A117.1 404�2A - DOUBLE - LEAF DOORWAYS
A. Doorways With two independently operated leaves shall have at least one active leaf that
meets the requirements in 40-1.2.2 and 404.2.3
ANSI/ICC A117.1 4(tL2.2 - CLEAR WIDTH
A' Doorways shall provide a dear opening of 32" minimum, with the door open 90-.
1 ' clear opening shall be measured between the face of the door and opposite stop.
2. Openings more than 24" in depth shall provide a clear opening of 36" minimum.
ANSI/ICC A117.1 404.2.3 - MANEUVERING CLEARANCES AT DOORS
Provide level (1:48 max. slope) and dear maneuvering area at doors as follows:
A. Front approach pull side - 60" min. width & 18" min. beside strike edge
Fm t a preach push side - 48" min width & 0" beside strike edge
(12� ON trike if door has both a closer and a latch)
a
B. Hinge side approach pull side - 60" min. width; 36" min. beside strike edge or - 54" min.
width; 42" min. beside strike edge
Hinge side approach push side - 42" min. width & 22" min, beside hinge edge
(48"rinfin. width if door has both a closer and a latch)
C. Latch side approach pull side - 48" min. width and 24" min, beside strike edge
(54"min. width if door has a closer)
Latch side approach push side - 42" min. width and 24" min. beside strike edge
(48"min. width if door has a closer)
ANSIJICC A117.1 404.2.4 - THRESHOLDS AT DOORWAYS
A. Maximum threshold height: 1/2". Raised thresholds and floor level changes Shall be
beveled with a slope no greater than 1:2
410 PLATFORM LIFTS
ANSI/ICC A117.1 410,1 - GENERAL
A. Platform lifts shall comply with Section 410 and Aspic A18.1 listed in Section 105.2.6.
Platform lifts shall not be attendant operated and shall provide unassisted entry and exit
from the lift.
ANSI/ICC A117.1 410.2 - LIFT ENTRY
A. Lifts with doom or gates shall comply with Section 410.2.1. Lifts with ramps shall comply
with Section 410.2.2.
ANSI/ICC A117.1 410.2.1 - DOORS AND GATES
A. Doom and gates shall be low energy power operated doom or gates complying with
Section 4G4.3. Doors shall remain open for 20 seconds minimum, End door clear opening
width shall be 32 nocties, minimum. Side door dear opening width shall be 42 inches
minimum.
Exception:
Lifts serving two landings maximum and having doom or gates on opposite sides shall be
permitted to have self closing manual doom or gates,
ANSI/ICC A117.1 410.2.2 - RAMPS
A. End ramps shall be 32 inches minimum in width. Side ramps shall be 42 inches minimum
in width.
ANSI/ICC A117.1 410.3 - FLOOR SURFACES
A, Floor surfaces of platform lifts shall comply with Section 302
ANSI/ICC A117.1 410.4 - PLATFORM TO RUNWAY CLEARANCE
A� The clearance between the platform sill and the edge of any runway landing shall be 1 114
inch maximum
ANSIJICC A117.1 410.5 - CLEAR FLOOR SPACE
A. Clear Door space of platform lifts shall Comply with Section 305.
ANSI/ICC A117.1 410.6 - OPERABLE PARTS
A. Controls for platform lift shall comply with Section 309.
502/503 PARKING AND PASSENGER LOADING ZONES
ANSI/ICC A117.1 502 - PARKING SPACES
A. Accessible car parking spaces shall be 96" minimum in width. Van parking spaces shall be
132" minimum in width.
EXCEPTION: Van parking spaces shall be permitted to be 96" minimum in width where
the adjacent access aisle is 96" minimum in width.
B. Parking access aisles shall be 60" Woe, Van accessible access aisles shall be 96" vude�
C. Surface slope shall not uceed 1:48 in all directions
(Note: no built up Curb ramp may be located in an accessible parking access aisle.)
ANSVICC At 17.1 502�7 - SIGNAGE (REFERENCE DETAIL)
A. Each accessible parking sproce, must have individual vertically mounted or suspended sign.
Required van accessible spaces must be designated.
B. Characters and symbols on such signs shall be located 60" minimum above the ground.
ANSI/ICC A117.1 503.5 - VERTICAL CLEARANCE
A. Provide minimum vertical clearance of 114" at accessible passenger leading zones and
along at least one vehicle access mute from site entrances and exits.
ANSDIEC A117.1 503 -PASSENGER LOADING ZONE
A. Passenger loading zones shall provide an access aisle at least 60" wide and 20 ft long
adjacent and parallel to the vehicle pull-up space. If them are curbs between the access
aisle and the vehicle pull-up space, then a Curb ramp complying With 4.7 shall be
provided, Vehicle standing spaces and access aisles shall be level with surface slopes not
exceeding 1:48 in all directions.
(1) TREAD DEPTH
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NOTE. INSTALL SIGN AT THE HEAD OF
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EACH ACCESS AISLE LOCArm ADJACENT I I I PARKING STALLS, SPACES DESIGNATED
TO AN ACCESSIBLE RANKING SPACE.
L_j � FORVANPARKI GSHALLHAVE
1, , ADDIFTIONAL SIGN NAN ACCESSIENF
MOUIFUDD 0W.WUNTONWALLOF
Detail BLCG WHEN POSSIBLE
vHandrail ed Wend
horizontally at top eKtudon
Handrail to wend horapetally __�
at top and bottom extension
lfwalical itse is gruerthan C
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1 1/2" � I '/4" W 2"
T111 - .1,11ATNICc Handrail Section
ANSI/ICC A117.1 602.1 - GENERAL
A. Accessible drinking fountains shall comply with Sections 602 and 307.
ANSI/ICC A117.1 602.2 -CALEAR FLOOR SPACE
A. A clear floor space complying w/ Section 305, positioned for a forward approach to
the drinking fountain, shall be provided, Knee & toe space complying with Section 306
shall be provided. The dear floor space shall be Centered on the drinking fountain.
EXCEPTIONS,
1. Drinking fountains for standing persons.
1 Drinking fountains primarily for children's use.
1 In existing building, existing drinking fountains providing a parallel approach
complying w/ Section 305, centered on the drinking fountain shall be permitted.
4. Where specifically permitted by the administrative authority, a parallel approach
shall be permitted that replace E,o,stong parallel approach drinking fountains.
ANSI/ICC A117.1 602.3 - OPERABLE PARTS
A, Operable parts shall comply with Section 309.
ANSI/ICC A117.1 602.4 - SPOUT OUTLET HEIGHT
A. Wheelchair accessible spout outlets shall be 36 inches max. aff. Standing perpon spout
outlets shall be 38 inches min, & 43 inches max. off.
ANSVICC A117.1 602.5 - SPOLT LOCATION
A. Spout shall be located 15 inches min. from the vertical support and 5 inches max, from
the front edge of the drinking fountain, including bumpers.
Al A117.1 602.6 - WATFR FLOW
A. Spout shall provide a flow of water 4 inches min. in height. The angle of the water Gaeam
from spouts within 3 inches of the front of the drinking fountain shall be 30 degrees max.
and from spouts between 3 inches & 5 inches from the front of the drinking fountain shall
be 15 degrees max., measured horizontally relative to the front face of the drinking
fountain.
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603 TOILET ROOMS
ANSI/ICC A117.1 603.2.2 - DOORS
A. Doors shall not swing into the clear floor space or clearance for any fixture.
APi A117.1 603.2 - CLEARANCES
A. The acooe�bhe fixtures and controls required shall be on an accessible route. An
unobstructed turning space complying with 304 shall be provided within an accessible
toilet mom. The clear floor space at fixtures and controls, the acceezilble mute, and the
turning space may overlap, however, the only turning space provided shall not be located
within a stall.
ANSI/ICC At 17.1 603.3 & 606 - LAVATORIES AND MIRRORS
A. If lavatories and nornors are provided, then at least one of each shall comply with
603.3 & 606. Accessible lavatories and mirrors, shall not be located within toilet stalls
unless other accessible lavatories and mirrom are provided in the toilet mom.
ANSI/IEC A117.1 6013 - MIRRORS (REFERENCE DETAIL)
A. Mirrors shall be mounted with the bottom edge of the reflecting surface 40"
maximum A.F.F. Mirrors not located above lavaborets, sinks or counters shall be
mounted with the bottom edge of the reflecting surface 35" maximum above the floor�
ANSI/ICC A117.1 603.6 - OPERABLE PARTS
A. Operable parts on towel dispensers and hand dryars shall Comply with Table below.
I R=Immw I al" 1 2" 1 ' I " I-=
.
I %=imeight 1 48-1 46- 1 42" 1 41" 1 16� 1 34" 1
604 WATER CLOSETS & TOILET COMPARTMENTS
ANSI/ICC A117.1 5043 - CLEARANCES
A. clear floor space for water ckmam not in stalls shall be provided as follows:
Clearance around a Water closet shall be 60" minimum in width, measured perpendicular
from the sideavell. Clearance around the water closet shall be 56" minimum in depth,
measured perpendicular from the rear wall. (Reference Detail)
B. No door Swings are allowed in dear floor area.
5&' MIN. (WALL MOUNTED W.C.)
59" MIN. (FLOOR MOUNTED W.C.)
t, 42" MIN. L. , 12' MAX
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ANSI/ICC A117A 604.4 - HEIGHT (REFERENCE DETAIL)
A. The height to the top of the toilet seat shall be 17" - 19" above floor.
L Seats shall not be sprung to return to a lifted position.
TIRE with WA STATE AMENDMENTS 1101.2.5 - FLUSH CONTROLS
A, Hand operated flush controls shall comply with Section 309, except the
maximum height above the floor shall be 44",
604 WATEk CLOSETS & TOILET COMPARTMENTS continued 609 GRAB BARS continued 703S
ANSVICC At 17.1 604.5 - GRAB BARS (REFERENCE DEFAILS)
A. For water closets not located in toilet stalls, the following grab bam shall be provided, 33" - ANSI/ICC A117.1 609.8 - STRUCTURAL STRENGTH OVER
36"above the finish floor: A. Grab bam and mounting devices shall meet the following requirements:
1 . Side wall horizontal: 42" in length minimum, 12" max from rear wall, extending 54" 609.8 Allowable Stresses shall not be exceeded for materials used where a vertical or
m1r. from rear wall horizontal force of 250 Its. is applied at any point on the grab bar, fastener morning
2.5idewallvertical: 16" in length minimum, bottom of bar located 39" rrun[41" max. device, or supporting structure.
above the Door, centerlme 39" min/41" max from rear wall 1. Shear stress induced by application of 250 III. shall be less than allowable shear
3. Back wall: 36" in length minimum, extend from centerline of water closet 12" min. on stress for material used. If Connection between grab bar and mounting bracket is
side closest to the wall, 24" min. on transfer Side. considered to be fully restrained, then direct and torsional shear Stresses shall be leteled
for the combined shear stress, which shall not eooceed the allowable shear stress Al
ANSI/ICC A117.1 6D4.6 - FLUSH CONTROLS 2. Shear force induced in a fastener or mounting device from application of 250 No.
A. Flush controls shall be hand operated or automatic, and located on the open side of the shall be less than allowable lateral load of either the fastener or mounting device or the
wall closet. Hand operated Rush controls shall Comply with Section 309. supporting Structure, whichever is the smaller allowable two.
3. Tensile force induced in a fastener by a direct tension force of 250 to. plus the a
ANSI/ICC A1:7.1 6G4.7 - DISPENSERS (REFERENCE DETAIL) maximum moment from the application of 250 No. shall be less than the
A� Toilet paper dippensers shall comply with Section 309.4 and 609.3. Where the dispenser is allowable withdrawal lead between the fastener and the supporting structure.
located above the grab bar, the outlet of the dispenser shall be located 247 min-36" max 609.6 Grab bare shall not rotate within their fittings.
from the mar wall. Where the dispenser is located below the grab bar, the outlet of the ANSI/ICC A117.1 609.5 - ELIMINATING HAZARDS
dispenser shall be located 24" min-42" max from the rear wall. The outlet of the dispenser A. Grab bars and adjacent wall surfaces shall be free of sharp or abrasive surfaces. Edges
Rhal comply with Table 603.6. shall be rounded.
1. Cispenscors that control delivery or do not permit continuous paper flow shall not
be onsecL , 54" MIN , ANSI/I
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ANSI/ICC At 17.1 604.9 - WHEELCHAIR ACCESSIBLE COMPARTMENTS 3
A. Wheelchair accessible compartments shall comply with Section 604.9. Toilet - ,
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compartments shall comply with Section 60,1.9.2.1 or 604.9.2.2 as applicable. 12" MAX 42" MIN P� I � 36" MIN
� 2: '
- � 36" MAX - 36" MAX I , - h2"�24�" ANSI/
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605 - URINALS - I'll 36" MIN.
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ANSI/ICC A1:7.1 605 - URINALS - I 11 _� 1�
- > 3"MAX. 1 1/2"M .
A. Accessible unnals shall comply with Section 605. �, - -1 L11 ij- , - � , �1 I i 11 111111- 11
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ANSIJICC AI:7.1 605.2 - HEIGHT & DEPTH (REFERENCE DETAIL) . 1'1� 7 - F. -
- .
A. Urinals shall be stall -type or wall hung with a tapered, elongated rim at 17" -1 c. 2: 442- ;2� !�! I
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mazi um above the Finished floor. The rim shall extend a minimum of 13%" from the � 9 - ,
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ANSIJICC A117.1- 605.3 - CLEAR FLOOR SPACE (REFERENCE DETAIL) I I � t
A. A clear floor space 30" wide by 48H deep minimum shall be provided in front of urinal to �M\\\\\\\\,�_ , CONTROLAREA
allow forward approach.
1, This space shall adjoin or overlap an accessible route. 608.3.1 Side Wag Grab Bar firShower 608.3.1 Rear Wall Cut, Bar for Shower Shower Poor Plan I Seat
2. Urinal shields that do not extend beyond the front edge of the urinal rim may be
provided with 29" clearance between them. 610 SEATS
3. Urinals installed in a1mves deeper than 24" require a maneuvering area of at
Last 36" minimum wide, centered on fixture. ANSI/IEC A117.1 61(L2 - SHOWER COMPARTMENT SEATS
A. The height of the shower compartment Seats shall be 17" minimum and 19" maximum
ANSI/ICCAI:7.1 605.4 - FLUSH CONTROLS (REFERENCE DETAIL) above the bathroom ficoor measured to the top of the Seat.
Controls shall comply with ANSI/IOC Al 17.1 309 OPERABLE PARTS B. Allowable stresses shall not be exceeded for materials used where a vertical or
horizontal force of 250 pounds is applied at any point in the seat, fastener mounting
48" MIN. - "' device or support structure.
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- � - � I 702 ALARMS
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Nzr� I Al A117.1 702.1 - GENERAL
P _,_1 - - - - - - A. When required, visual alarms shall be provided in Each of the following areas, as a
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4 05 minimum: rest rooms and any other general usage areas (e.g., meeting rooms),
, L! !" � -� ,4" MIN hallways, lobbies, and any other ame for common use.
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Deal, Deal Accessible audible and Visible alarms and notification appliances shall be installed in
accordance with NFPA 72.
606 LAVA-IORIES
NFPA 72 - AUDIBLE ALARMS
ANSI/ICC A117.1 606.3 & 606.2 - HEIGHT & CLEARANCES (REFERENCE DETAILS) & If provided, audible alarms shall produce a sound that exceeds the prevailing equivalent
A. Lav tones shall be mounted with the rim or counter surface no higher than 34" above the Sound level In the rcepm or space by at least 15 dba or exceadd any maximum Sound level
fini:hed Ron, with a duration of 60 seconds by 5 dba, whichever is louder.
1. Lavatories shall extend 17" minimum from the wall, B. Sound levels for alarm signals shall not Exceed 120 dba.
2. Clearance of 27" minimum shall be provided from the finished floor to bottom of
apron, NFPA 72 - VISUAL ALARMS
3. Knee clearance of 27" high minimum shall extend 8" minimum under the edge of the A. Visual alarm signal appliances shall be integrated into the building or facility alarm system.
lavatory, 30" wide minimum, and 19" deep minimum. If single station audible alarms are provided then single station visual alarrin signals shall
4. Toe clearance of 9" minimum shall be provided for the full depth of the be provided.
lavatory. Visual Alarin appliances shall have the following features:
1. The lamp shall be a xenon strobe type or equivalent. 804 KI
IGNAGE conthlued
HEADSIGNS
A. CHARACTERS AND NUMBERS ON OVERHEAD SIGNS SHALL BE SIZED ACCORDING TO
THE VIEWING DISTANCE FROM WHICH THEY ARE TO BE READ.
1. FOR SIGNS HIGHER THAN 70- A.F,F., CHARACTER SIZE SHALL BE 2" MINIMUM PLUS
e PER FOOT OF VIEWING DISTANCE ABOVE 15 FEET.
1. THE MINIMUM HEIGHT IS MEASURED USING AN UPPER CASE LETTER T'.
2. LOWER CASE LETTERS ARE PERMITTED.
IEC A117.1 7013-703.5 - RAISED CHARACTERS, BRAILLE, & PICTOGRAMS
A. Raised characters shall Comply with Section 703.3 and shall be duplicated in braille
complying with Section 703.4.
B. Letter and numerals shall be raised 1/32", upper made, sans, serif and shall be
coompamed by grade 2 Braille.
1. Raised character height: ? minimum to 3" plus J' per foot of Viewing distance
above 21 feet.
2. Braille shall be contracted (grade 2); shall be located below tithe corresponding
text.
3. Picloograms shall be accompanied by the equivalent verbal description placed
directly below the pictograph.
1, The border dimension of the pictograrn shall be 6" min. in height.
CC AIITI 703.3.12 - FINISH AND CONTRAST
A. characters and their background shall have a nonglare finish. characters shall contrast
with their background, with either light characters on a dark background, or dark
characters on a light background.
ICC A117.1 703.3' 10 & 703.3.11 - MOUNTING LOCATION AND HEIGHT (REFERENCE DETAIL:
A. Characters and their background shall have a monglare finish. Characters shall contrast
with their background, with either light characters on a dark background, or dark
characters on a light background.
B. Where a tactile sign is mounted next to a door, it shall be placed to the latch aide of the
door wherever poessible. Where a tactile sign is placed adjacent a double door, the sign
shall be to the right hand door. If there is no Wall space to the right, signs shall be placed
on the nearest adjacent wall. Exception; Door mounted signs shall be permitted on the
push side on the doom with closets and without hold open devices.
C. Raised characters shall be 48" minimum above the floor, measured to the baseline of the
lowest raised character and 60" maximum above the floor, measured to the baseline of
the highest raised characte,
D. Mounting loozation for Such signage shall be so that a person may approach within 3" of
signage without encoxmidering protruding objects or standing Within the swing of a other.
ith WA STATE AMENDMENTS 1101.2,6 - INTERNATIONAL SYMBOL OF ACCESSIBILITY
A. Wh
complyingwit ANSI/ICCA117.1 Figure 703.6.3.1. All interior and exterior signs depicting
the International Symbol of Accessibility shall be white on a blue background.
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Letter & numbers on signs shall have a width
to height ratio of between 3:5 & 1:1 and
a Strode - Moth to height rate bet,seen
1:5 & 1:10, Letters, and Numbers shall be all
1131, ,pp,, case, so, serla sicrige Send
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in & W and shall be accomparled with
] grade 2 Brigle, rised charectors shall be at
lust 5/8' - 3' high phus, 1/8" per fica of
vowng distance above 21 finat
International Symbol Datal
of Accessibility
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Nelco Architecture, Inc,
1200 Fifth Ave.
Suite 1300
Seattle, WA 981 01
Phone: (206) 408-8500
WWW.NELSONWORLDWIDE.COM
Client Representative:
Firm Name: KIDDER MATHEWS
Attn: WENDIE BILLINGS
T: 206.248.6531
E-mail:WENDIE.BILLINGS@KIDDER.com
CLIENT.
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KIDDER MATHEWS
12886 INTERURBAN AVE S
SEATTLE, WA 98168
PROJECT,
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Description: No: Date:
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PERMITSET 11/07/2019
Detail Data, TO., Eft.
ANSI/ICC Al 17.1 606 - DEPTH 2. The color shall be dear or nominal white (i.e. unfiltered or dear filtered white light). ANSI/ICC A117.1 804.5.6 - REFRIGERATOR/FREEZER
A. Each sink shall be a maximum of 6-1/2" deep. 3. The maximum pulse duration shall be two -tenths of one second with o maximum Combination refrigerators and freezers shall have at least 50% of the fire rtm t
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WALL MOUNTED LAVATORY MOUNTED IN
LAVATORY COUNTER
ANSI/ICC A117.1 606.6 - EXPOSED PIPES AND SURFACES
A. Hot/ cold water and drain pipes under lavatories shall be insulated or otherwise
Configured to protect against contact.
S. There shall be no sharp or abrasive surfaces under lavatories.
ANSI/ICC A117.1 606.4 - FAUCETS
A. Controls shall be operable with one hand and shall not require tight grasping, pinching, or
twisting of the wrist,
B. The force required to activate controls shall be no greater than 5 lb.
C. Leve-perated, push -type, and electronically controlled mechanisms are examples of
1� I
acen,fal ce esigns.
EL If self-closling valves are used the faucet shall remain open for 10 seconds minimum.
6,MAX. 609 GRAB BARS
- - - ANSI/ICC A117.1 609.3.2 - SIZE AND SPACING
,� A, Diameter or width of gripping surface shall be 1-1/4" to 2", or the shape shall provide an
equivalent gripping surface.
� �i 1. The space between grab bars and adjacent wells shall be 1-1/2"
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ezer compa en
duty cycle of 40%. (The pulse duration is defined as the time interval between initial shelves, including the bottom of the freezer 54 inches (1370mm) maximum above the floor
and final points of 100% of max signal) when the shelves are installed at the maximum heights possible in the Compartment, A clear
4, The intensity shall be a minimum of 75 concede. floor space, positioned for a parallel approach to the space dedicated to a
5. The flash rate shall be a minimum of I He and a maximum of 3 Hit refrigerator/freezer, shall be provided. The centerfine of the dear flonor space shall be offset
6, The appliance shall be placed 80" above the highest floor level within the Space 24 inches (610 min) maximum from the camerfirre of the dedicated space,
or Es. below the Collin whichever is lower.
a. In large rooms Ld spaces exceeding 100'acroSs, without obstructions 6'
above the finished floor, such as auditoriums, devices may be place around the
perimeter, spaced a maximum 100' apart, in lieu of suspending appliances from the
Ce ling. 902 DINING SURFACES & WORK SURFACES
7. In general, no place in any mom or space shall be more than 59 from the
signal (measured in a horizontal plane). ANSI/ICC A117.1 902.2 - CLEAR FLOOR SPACE
8. No place in common corridors or hallways shall be more than 50' from the signal. A. A clear floor space Complying with Section 305, positioned for a forward approach, shall be
703 SIGNAGE
WHERE APPLICABLE
A. Signs which designate permanent moms and spaces shall comply with the
requirements listed below for:
1. Raised and Braille Characters, and Pictograms
2. Finish and Cent RE
Exception: Employee name signs are not required to comply.
WHERE APPLICABLE
A. Signs which provide direction to, or information about, functional spaces of the building
'hall comply with the requirements listed below for:
I. Character Proportion
2. Character Height
3. Finish and Contrast
Exception: Building directories, menus, and all other signs which are temporary are not
required to comply.
WHERE APPLICABLE (REFERENCE DETAIL)
A. Element and spaces of accessible facilities which shall be identified by the International
Symbol of Accessibility are:
1. Parking spaces designated as reserved for persons with disabilities.
2. Accessible passenger loading zones.
3. Accessible entrances when not all are accessible (inaccessible entrances shall have
directional signage to indicate route to nearest accessible entrance).
4. Accessible toilet and bathing facilities when not all are accessible.
ANSIJICC At 17.1 7012.4 - CHARACTER HEIGHT (REFERENCE DETAIL)
Height: The uppecose letter "I" shall be used to determine the allowable height of all
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N
characters of a font and shall be a minimum ofl' and 2" maximum.
EXCEPTION: Where separate tactile and Visual characters With the Same information are
provided, the height of the tactile upper case letter "I" shall be permitted to be J" minimum.
ANSI/ICC A117,1 703.15 - CHARACTER WIDTH
A. Width: The uppercase letter "O" shall be used to determine the allowable widith of all
characters of a font, and shall be 55% min. and 110% max. of the height of the
uppercase "I" of the font.
R-TOILET SEAT R-PAPER TOWEL S-ELECTRIC HAND R-PAPER TOWEL R-SANITARY NAPKIN R-WASTE
COVER DISPENSER DISPENSER/ WASTE DRYER DISPENSER DISPENSER RECEPTACLE
RECEPTACLE
IrC At 17.1 604�7 - D71;PFl - RFFFRFNC'F ETFTATI TEIF no m FT nF THF nTqPFMqFR qRAI I CCIMPI Y W-TH TA Fit P Pril A
provided. Knee and toe clearance complying with Section 306 shall be provided.
ANSI/IEC A117.1 902.4- HEIGHT
A. The tops of accessible tables and Counters shall be 28" minimum, and 34" maximum,
above the finished floor.
903 BENCHES
ANSI/ICC A117.1 9012 - CLEAR FLOOR SPACE
A. a dear floor space complying with section 305, positioned for parallel approach to the
bench seat shall be provided.
ANSVICC A1171 903.3- SIZE I
A. Benches shall have Seats 42" minimum in length and 20yrninfirmunn and 24" maximum In
depth.
ANSUICC A117.1 903.4 - BACK SUPPORT
A� The bench shall provide for back support or shall be fixed to a wall. Back support shall be
42" minimum in length and shall extend from a point 2" maximum above the Seat Surface to
a point 18" above the Seat Surface.
905 STORAGE
Afl A117A 905.2 - CLEAR FLOOR SPACE
A clear floor space complying with Section 305 shall be provid
ANSI/ICC A117.1 905.3 - HEIGHT REVIEWED FOR-
Ac,sessible storage elements shall Comply Wth at least one of Q0015"MPHANCE
Section 308.
ANSI/ICC A117.1 905.4 - OPERABLE PARTS
Operable parts of storage facilities shall comply with Section 3 . DEC 0 5 2019
10194
RE TERED
"V, h EG HITECT
STATE OF WAS IN TON
RECEIVED
CITY OF TUKWILA
NOV 0 8 2019
AUTOMATIC TELLER MACHINES I City of Tukwil PEIRMIT CENTER
ANSI/ICC A117.1 305 - CLEAR FLOOR SPACE be adeve .. 1, BUILDING DIVIS no - I
A. Floor space shall Comply with Section 305 '. . -
ANSI/ICC A117A 308 - HEIGHT
A. Operal, a parts shall be placed within one or more of the reach ranges specified in Section
308, s.rProarized earlier in this she,at. ACCESSIBILITY DETAILS
SEAL:
THIS SHEET IS PROVIDED FOR YOUR CONVENIENCE. IT CONTAINS SELECTIONS FROM Proj. No: 19.0000894.001 Reviewed By: JAKB
THE CURRENT ACCESS113TUTY REFERENCED STANDARDS (2015 IBC CHAPTER 11 WITH WA
STATE AMENDMENTS AND ANSIIICC A117.1), BUT IS NOT INTENDED TO BE A COMPLErE
OR EXHAUSTIVE COPY OF THE CURRENT ACCESSIBILITY STANDARDS.
Vi
,
I I 'a i " T
I , '? ,7
I � , iii, ,
,
GENE"L NOTES NELSON
L
SUITE 1151
lz
B OCCUPANCY/
BUSINESS USE
952 SF
OL: 100 SNPERSON
10 OCCUPANTS
---------- < ----------- T -------- > ----------
FER" F-1,
oo
ARCHITECTURAL SITE
M
TRAVEL DISTANCE: 218'-3"
r- - - - - > - - - - - - j
I -
TRAVEL I
DISTANCE;, L
48'-
17,
_j
<
&
VAN
OL: 15 NSF/PERSON = 9
OCCUPANTS
-< - - - - - - - - - - - - - - -
TRAVEL DISTANCE: 242'-0"
3 A
SUITE 1147
8
B OCCUPANCY/ ASSEMBLY USE
326 SF
0 L SF/PERSON = 22
OCCUPANTS FEX'_R
r - -4
4�
B OCCUPANCY ASSEMBLY USE
149 SF
OL: 15 SF/PERSON = 10 OCCUPANTS
B OCCUPANCY/ BUSINESS USE
1,113 SF
OL: 100 SF/PERSON = 12
OCCUPANTS TRAVEL DISTANCE: 1601-01,
EL - - - - - -
TRAVEL DISTANCE:
0
L
SCALE: 1118" = V-0'
Umill
114FIF
1. Gc TO PROVIDE REQUIRED PORTABLE FIRE EXTINGUISHERS IN OCCUPANCIES
AND LOCATIONS AS REQUIRED PER SECTION 906 IN THE INTERNATIONAL FIRE
Nelco Architecture, Inc.
CODE. MOUNTING HEIGHTS TO MEET THE PROVISIONS OF ANSI A117.1 - 308
(48" MAX). CABINET SHALL PROTRUDE NO MORE THAN 4" INTO WALKS,
CORRIDORS, PASSAGEWAYS, OR AISLES. LOCATE CABINEr(S) 75-FOOT
MAXIMUM TRAVEL DISTANCE TO REACH THE EXTINGUISHER, (1) 2A
EXTINGUISHER TO COVER MAXIMUM FLOOR AREA OF 3,000 SF. LOCATIONS TO
BE REVIEWED WITH OWNER AND ARCHITECT PRIOR TO INSTALLATION.
1200 Fifth Ave.
2. CENTER LOCATION OF NEW WALL CONSTRUCTION ON EXISTING COLUMNS,
Suite 1300
PIER, JOISTS OR WINDOW MULLION, AS SHOWN.
Seattle, WA 98101
Phone: (206) 408-8500
EGRESS CODE SUMMAPLY
WWW.NELSONWORLDWIDE.COM
A. MAX, TRAVEL DISTANCE B OCCUPANCY: 300'(TABLE 1017.2)
Client Representative:
TRAVEL DISTANCE B OCCUPANCY: 200'(WITHOUT SPRINKLERS) (TABLE 1017.2)
Firm Name: KIDDER MATHEWS
MAX, TRAVEL DISTANCE S-1 OCCUPANCY: 400' (TABLE 1017.2.2)
Attn: WENDIE BILLINGS
MAX, TRAVEL DISTANCE S-I OCCUPANCY: 200'(WITHOUT SPRINKLERS)
T: 206.248.6531
(TABLE 1017.2)
E-mail:WENDIE.BILLINGS@KIDDER.com
B. MAX. COMMON PATH OF EGRESSTRAVEL: IGO'CrABLE 1006.2.1)
MAX. COMMON PATH OF EGRESS TRAVEL: 75'(>30, WITHOUT SPRINKLERS)
(TABLE 1006.2.1)
OCCUPANCY LOAD:
(SEC. 1004.1 TABLE 1004.1.2)
SUITE 1147
ASSEMBLY (CONE, BREAK, LOBBY) - B (NEW) 479 SQ FT / 15 = 32
OFFICE - B (EXISTING/NEW) 1,439 SQ FT / 100 = 12
WAREHOUSE - S-1 (EXISTING/NEW) 14,338 SQ FT / 500 = 29
TOTAL =73
SUITE 1151
ASSEMBLY (CONE, BREAK, LOBBY) - B (NEW) 132 SQ FT/ 15 = 9
OFFICE - B (EXISTING/NEW) 952 SQ FT / 100 = 10
WAREHOUSE - S-1 (EXISTING/NEW) 46,636 SQ FT If 500 = 94
TOTAL 113
CLIENT,
gar
Kidut,
EXIT REQUIREMENTS:
(SEC. 1006 TABLE 1006.2.1 & 1006.11)
Mathews
NUMBER REqD NUMBER PROVIDED
SUITE 1147
OFFICE 1 1
WAREHOUSE 1 1
SUITE 1149
OFFICE 1 1
KIDDER MATHEWS
WAREHOUSE 1 1
12886 INTERURBAN AVE S
SEATTLE, WA 98168
LEGEND
PROJECT'
EXISTING PARTITION TO REMAIN
NEW PARTITION
SOUTHCENTER BUISNESS PARK
SPECULATIVE SUrTE
FE��R INTERNALLY ILLUMINATED EXIT SIGNAGE W/ BATTERY
qW> BACKUP PER IBC SECTION 1013, CONFIRM OPERATION OF
1147 & 1151 ANDOVER PARK WEST
EXISTING. ADD NEW WHERE NOT EXISTING, ARROW =
TUKWILA, WA 98188
DIRECTION INDICATOR, IF REQUIRED. PROVIDE TACTILE
EXIT SIGN ADJACENT TO EACH EXIT DISCHARGE DOOR
Description: No: Date:
2015 IBC, SECTION 1008 MEANS OF EGRESS
COMPLYING WITH ICC A117.1, AS SUMMARIZED ON
PERMIT SET 11/07/2019
ILLUMINATION REQUIRED
703rrl.2. ADD NEW WHERE NOT EXISTING.
The means of egress serving a room or space shall be
illuminated at all times that the room or space is occupied;
NOTE: EXTF SIGN PLACEMENT SHALL BE SUCH THAT NO
illumination level shall be not less than I footcandle at the
POINT IN AN EXIT ACCESS CORRIDOR IS MORE THAN
walking surface,
100'OR THE LISTED VIEWING DISTANCE FOR THE
The power supply for means of egress illumination shall
SIGN, WHICHEVER IS LESS.
normally be provided by the premises' electrical supply.
EXISTING FIRE DEPARTMENT ACCESS DOOR PROVIDED AT
In the event of power supply failure in rooms and spaces that
FF-I R- Q
INTERVALS LESS THAN 100'SPACING AROUND PERIMETER
require two or more means of egress, an emergency electrical
OF BUILDING
system shall automatically illuminate all of the following areas:
1. Aisles, 2. Corridors, 3. Exit access stairways and ramps.
In the event of power supply failure in buildings that require
DIRECTION OF TRAVEL
two or more means of egress, an emergency electrical system
PATH OF EGRESS
shall automatically illuminate all of the following areas: 1.
START POINT
Interior exit access stairways and ramps. 2. Interior and
exterior exit stairways & ramps, 3. Exit passageways, 4.
COMMON PATH OF TRAVEL TERMINATION POINT
Vestibules at level ofdischarge, 6. Exterior landings and areas
used for exit discharge.
KEYNOTES
1. EXISTING ENTRANCE/EXrT
2� NEW TENANT DEMISING INFILL WALL
3. EXISTING COLUMN, TYP.
EMERGENCY ILLUMINATION FOR BUILDINGS AND
4. EXISTING DOCK -HIGH OVERHEAD DOOR, TYP.
SEAL*
DURATION OF ILLUMINATION (1008.3.2--1008.3.5)
5� EXISTING EXTERIOR STAIR, TYP
In the event of power supply failure in Rooms and spaces,
14194
an emergency electrical system shall automatically illuminate
all of the following areas: 1. Electrical equipment rooms, 2. Fire
6. EXISTING PARKING STALLS, TYP, RESTRIPE AS REQUIRED.
TE F
-D
HITEEMY
command centers, 3. Fire pump rooms, 4. Generator rooms,
6. Public restrooms with an area greater than 300 square feet.
7. EXISTING CONDITIONED OFFICE SPACE.
The emergency power system shall provide power for a
5RETERED
EG
duration of not less than 90 minutes and shall consist of
8. EXISTING SEMI -HEATED WAREHOUSE SPACE. UNIT HEATERS PROVIDING
Z: TON
STATE OF WAS N
storage batteries, unit equipment or an on -site generator.
FREEZE PROTECTION ONLY; MODIFY EXISTING GAS FIRED HEATING UNIT(S)
Illumination level under emergency power, the lighting
TO COMPLY WITH 2015 WSEC: MAXIMUM 8 BTU'S PER SF.
facilities shall be arranged to provide initial illumination that is
not less than an average of 1 foolcandle and a minimum at
9. NO WORK PROPOSED IN THIS SUITE.
REVIEWED FOR
any point of 0. 1 footcandle measured along the path of egress
GQQ9.QQM2W"Ir1r_
at floor level.
Illumination levels shall be permitted to decline to 0.6
10. NEW ACCESSIBLE PARKING STALL W1 WHEELCHAIR SYMBOL AND VAN
-
APPROVED CITY STAMP.
footcandle average and a minimum at any point of 0.06
DESIGNATION, ACCESS AISLE AND WHEEL STOP, TYP, TO MEET THE
footcandle at the end of the emergency lighting time duration.
PROVISIONS OF ANSI A117.1 - 502/503, 406, AS SUMMARIZED ON TI.2.
DEC 0 5 2019
A maximum -to -minimum illumination uniformity ratio of 40 to I
shall not be exceeded.
11. NEW ACCESSIBLE PARKING STALL SIGNAGE PER ICC/ANSI A117.1- SECTION
502.7. (1) SIGN TO BE DESIGNATED VAN ACCESSIBLE, AS SUMMARIZED ON
City of Tukwila
T1.2.
I B DING DIVISION
A117-1, SECTION 502.7, AND WAC 51-50-1101, AS SUMMARIZED ON T1.2
ARCHITECTURAL
SITE/EGRESS
WAREHOUSE PLAN
RECEIVED
Proj. No: 19.0000894.001 Reviewed BY: JAKB
CITY OF TUKWILA
NOV 0 8 2019
PERMIT CENTER
AO. 1
-., N. W
GENERAL NOTES
1. ALL EXISTING BUILDING COLUMNS, EXTERIOR WALLS AND STRUCTURAL
MEMBERS TO REMAIN, LON. PROJECT SPECIFIC DEMOLITION INTENT IS
DEFINED AS:
I.I. EXTERIOR WINDOWS TO REMAIN
1.2. DOORS, DOOR FRAMES & DOOR CASING TO REMAIN
1.3. DOOR HARDWARE TO REMAIN
1.4. LIGHT FIXTURES TO REMAIN
1.5. SUSPENDED CEILING GRID AND PANELS TO REMAIN
1.6. FLOOR FINISHES AND WALL BASE TO BE REPLACED
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REMOVAL OF EXISTING
CONSTRUCTION AND THE STORAGE AND REMOVAL OF SAID CONSTRUCTION,
AND SHALL MAINTAIN THE AREA OF CONSTRUCTION IN A CLEAN AND ORDERLY
CONDITION WITH DAILY REMOVAL OF DEBRIS. COORDINATE REMOVALS OF
OTHER TRADES; REFER TO ENGINEERING DRAWINGS FOR ADDITIONAL SCOPE.
3. COORDINATE SCOPE OF DEMOLITION/REMOVAL WITH THE SCOPE OF NEW
WORK.
4. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING AND REPAIRING
REQUIRED TO PERFORM THE WORK INDICATED ON THE DRAWINGS. ALL
CUTTING AND REMOVALS SHALL BE DONE NEATLY.
5. ALL ITEMS TO BE REMOVED AND SCHEDULED FOR REINSTALLATION OR TO BE
RETURNED TO THE BUILDING SHALL BE PROTECTED, CLEAN AND FREE OF
DEFECTS. FOR ITEMS SCHEDULED FOR REMOVAL AND REINSTALLATION,
CONTRACTOR SHALL VERIFY AND DOCUMENT, IN WRITING, THE CONDITION
AND FUNCTIONALITY OF THE ]TEM(S) PRIOR TO REMOVAL. ANY DAMAGE TO
ITEM(S) NOT DOCUMENTED SHALL BE REPAIRED BY THE CONTRACTOR AT NO
ADDITIONAL COST TO THE OWNER.
6. ALL EXISTING SURFACES AND EQUIPMENT TO REMAIN SHALL BE FULLY
PROTECTED FROM DAMAGE. THE CONTRACTOR SHALL ASSUME FULL
RESPONSIBILITY FOR DAMAGE AND SHALL MAKE REPAIRS REQUIRED AT NO
ADDITIONAL COST TO THE OWNER.
7. NO DEBRIS SHALL BE ALLOWED TO ACCUMULATE ON THE SITE. DEBRIS SHALL
BE REMOVED BY THE CONTRACTOR AS THE JOB PROCEEDS. THE SITE SHALL BE
LEFT BROOM CLEAN AT THE COMPLETION OF REMOVALS.
8. ERECT AND MAINTAIN DUSTPROOF BARRIERS TO PREVENT THE SPREAD OF
DUST, FUMES, SMOKE, ETC. TO OTHER PARTS OF THE FLOOR OR BUILDING,
UPON COMPLETION OF WORK, REMOVE BARRIERS AND REPAIR DAMAGED
SURFACES TO MATCH ADJACENT. PROTECT HVAC SYSTEM FROM DUST &
DEBRIS, CONTRACTOR TO PROVIDE FILTER MEDIA TO COVER THE MAIN
RETURN AIR GRILLES. PROVIDE NEW AIR FILTERS AT MECHANICAL UNITS AT
THE COMPLETION OF CONSTRUCTION.
9. COMPLY WITH APPLICABLE LOCAL, STATE AND FEDERAL CODES AND
REGULATIONS PERTAINING TO SAFETY OF PERSONS, PROPERTY AND
ENVIRONMENTAL PROTECTION. ANNOYANCES AND DISTURBANCES TO OTHER
OCCUPANTS, PERSONNEL AND EMPLOYEES SHALL BE KEPT TO THE MINIMUM
NECESSARY FOR THE PERFORMANCE OF THE WORK.
10. CONTRACTOR TO COORDINATE SHUTDOWN OF BUILDING SYSTEMS WITH THE
BUILDING PRIOR TO IMPLEMENTATION.
11. CONTRACTORS SHALL BE RESPONSIBLE FOR PATCHING AND/OR REPAIRING
ANY DAMAGE CAUSED BY HIM OR HIS SUBCONTRACTORS TO ALL SURFACES
AFFECTED BY DEMOLITION. REFINISH TO MATCH ADJACENT FINISH, OR AS
NOTED HEREIN.
12. IN ADDITION TO SPECIFIC DEMOLITION SCOPE IDENTIFIED, PERFORM
MISCELLANEOUS DEMOLITION AS REQUIRED TO SUPPORT NEW
CONSTRUCTION. COORDINATE EXTENT OF DEMOLITION WITH NEW WORK
INDICATED ON THE FOLLOWING DRAWINGS.
13, NO EXISTING SMOKE DETECTOR, PUBLIC ADDRESS SPEAKER, FIRE ALARM BOX
OR SIMILAR DEVICE, INCLUDING THE ASSOCIATED WIRING SHALL BE DAMAGED
DURING DEMOLITION AND SUBSEQUENT CONSTRUCTION. RELOCATION OF
SMOKE DETECTORS, PUBLIC ADDRESS SPEAKERS AND FIRE ALARM EQUIPMENT,
NECESSITATED BY NEW CONSTRUCTION, SHALL BE ACCOMPLISHED AS A FIRST
PRIORITY, AND PER THE PLANS. NO ACTIVE SMOKE DETECTOR SHALL BE
PERMANENTLY COVERED OR OTHERWISE REMOVED OR USED FOR OTHER THAN
ITS INTENDED PURPOSE. REMOVE TEMPORARY COVERS DAILY.
15. IF ANY QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL, CLARIFY
THE POINT IN QUESTION WITH DESIGNER BEFORE PROCEEDING.
16. WHERE FLOOR FINISHES (CARPET, VCT, CERAMIC TILE, ETC.) AND/OR FLOOR
BASE ARE SCHEDULED TO BE REMOVED, PREPARE FLOOR TO RECEIVE NEW
FLOOR FINISHES, TYPICAL THROUGHOUT. REMOVE ALL EXISTING MATERIALS
WHICH WOULD CAUSE RISES OR DEPRESSIONS IN NEW FLOORING SURFACE,
SUCH AS FASTENERS, OUTLET CORES, COVER PLATES, RESILIENT FLOOR
COVERINGS, CARPET� CARPET PAD, FLASH PATCH, CONCRETE FILL, PLYWOOD,
ETC�
17. WHERE INTERIOR PARTITIONS, COLUMN FURRING, FIXTURES, CABINETRY,
DOORS AND DOOR FRAMES, AND/OR CEILING SYSTEM ARE SCHEDULED FOR
REMOVAL, PATCH FLOOR AND WALLS AS REQUIRED, PREPARE SURFACES FOR
NEW FINISHES LON TYPICAL THROUGHOUT ENTIRE SPACE.
18. REMOVE ABANDONED PLUMBING LINES BACK TO THE RISERS, AND CAP.
20, IN PARTITIONS TO BE REMOVED, REMOVE AND CAP ALL OUTLETS, SWITCHES,
WIRES, THERMOSTATS, ETC., TO THEIR SOURCE. RELOCATE THERMOSTATS IN
AS REQUIRED.
21. WHERE WALL MOUNTED ARTWORK IS SCHEDULED TO BE REMOVED. REPAIR
WALL AS REQUIRED. TEMPORARILY STORE ONSITE FOR REINSTALLATION AT
PROJECT COMPLETION.
22. REMOVE ALL ABANDONED ELECTRICAL CONDUIT, CABLING BACKBOARD AND
EQUIPMENT, TYPICAL THROUGHOUT ENTIRE SPACE. REMOVE ABANDONED
WIRING BACK TO ELECTRICAL PANELS. COORDINATE REUSE OF FREED
CIRCUITS. PROVIDE TEMPORARY LIGHT AND POWER DURING CONSTRUCTION.
CONTRACTOR SHALL PROVIDE ELECTRICAL MAKE -SAFE DURING REMOVALS AND
CONSTRUCTION.
23. REMOVAL OF ANY EQUIPMENT, CABLING SWITCHES, AND CONDUIT PERTAINING
TO DATAICOMMUNICATIONS AND TELEPHONE SHALL BE VERIFIED WITH
OWNERfTENANT AND DESIGNER. ONLY REUSED CABLING MAY REMAIN IN THE
PLENUM. ALL OTHER CABLING MUST BE REMOVED.
24. REUSE EXISTING DOORS, DOOR FRAMES AND DOOR HARDWARE IN NEW
CONFIGURATION WHENEVER POSSIBLE.
2S. REMOVALS AND SURPLUS (NEW) CONSTRUCTION MATERIALS SHALL BE SORTED
AND DISCARDED PER THE STATE REQUIREMENTS FOR THE RECYCLING OF
CONSTRUCTION WASTE.
q*dQ1
EXIS TING PARTITION TO REMAIN
===== PARTITION / ELEMENT TO BE DEMOLISHED
KEYNOTES /v\
11C/
1. NO WORK PROPOSED IN SUITE.
I I � � I N\\�M V1111 M\\� I I I
DEMOLITION PLAN - FIRST FLOOR
A1.1 ) 1/8" = V-0" 0
SCALC: 1/8" = V-0"
RECEIVED
CITY OF TUKWILA
Nov 0 8 2019
Nelco Architecture, Inc.
1200 Fifth Ave.
Suite 1300
Seattle, WA 98101
Phone: (206) 408-8500
WWW.NELSONWORLDWIDE.COM
Client Representative:
Firm Name: KIDDER MATHEWS
Attn: WENDIE BILLINGS
T: 206.248.6531
E-mail:WENDIE.BILUNGS@KIDDER.com
Wall Mitt 11111
KIDDER MATHEWS
12886 INTERURBAN AVE S
SEATTLE, WA 98168
CLIENT.
PROJECT.
SOUTHCENTER BUISNESS PARK
SPECULATIVE SUITE
1147 & 1151 ANDOVER PARK WEST
TUKWILA, WA 98188
Description: No: Date:
PERMIT SET 11/07/2019
SEAL
'10194
RE TERED
HITECT
STATEOFWAS N N
REVIEWED FOR
APPROVE ' D "] CITYSTAMP.
DEC 0 5 2019
CitY of Tukwila
BUILDING DIVISION
F010101WHOUNW—A"a
Proj. No: 19.0000894,001 Reviewed By: 3AKB
PERMIT CENTER
uAllcm
FIRE ALARM
DEVICES MOUNTED IN
OPPOSITE SIDES OF WALL STROBE
SHALL NOT SHARE THE SAME THERMOSTAT
STUD CAVITY 7
LIGHT SWITCH/CARD READER
E
EDGE OF FRAME OR END OF
2 2
DOOR IN OPEN POSITION
9
4df
DEVICE ELEVATION DIAGRAM
A2.1 / NOT TO SCALE
EXISTING PARTITION TO REMAIN
NEW PARTrnON
WALL MOUNTED [UPLEX OUTLET: DED OR HATCH = DEDICATED
20A = 20 AMP CIRCUIT
T = 12 HOUR TIMER
WALL MOUNTED kOICE/DATA PORT - (2) VOICE/(2) DATA IN SINGLE
GANG BOX, UON
OCCUPANT SEVSING AUTOMATIC CONTROL
'jor
ILEXIBLE CONDUIT WHIPIBASE POWER INFEEDTO ATTACH TO
1URNITURE SYSTEM, THROUGH WALL - POWER, DATA & VOICE
KEY NOTES <�>
1. EXISTING STOREFRONT SYSTEM ENTRY DOOR
2. NEW ACCESSIBLE (HI/LO) DRINKING FOUNTAIN AND CANE DETECTABLE
APRON/GUARD. 4� X (WOR FULL WIDTH) FRP OR PLASTIC LAMINATE
SURROUND, TO MATCH ADJACENT TOILET ROOM WAINSCOT, OVER WATER
RESISTANT GWB, CENTERED BEHIND FOUNTAIN.
3. ALTERNATE: REPLACE CASEWORK TO MATCH EXISTING,
4. EXISTING OFFICE DEMISING PARTITION.
5. NO WORK PROPOSED IN SUITE.
6. INFILL PARTITION TO MATCH ADJACENT, FOLLOW DETAILS ON A8.1 AS
NEEDED.
(�:) FIRST FLOOR PLAN
A2.1 1/8"=V-0" 81
j-
SCALE: 1/811 11_01T
CONSTRUCTION GENERAL NOTES
119
NELSON
1� ALL NEW PARTITIONS TO BE WALL TYPEF1B] LION, SEE SHEET AR 1 FOR WALL
TYPES.
2. FINISHES PER ROOM FINISH SCHEDULE SHEET ABA, TYPICAL LION.
3. FOR ACCESSIBILITY COMPLIANCE REFER TO SHEET AN-3.
Nelco Architecture, Inc.
4. CONFLICTS BETWEEN SITE CONDITIONS AND DRAWINGS SHALL BE BROUGHT
TO THE IMMEDIATE ATTENTION OF THE ARCHITECT.
5, ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND
TRUE AND IN PROPER ALIGNMENT, U.N.O.
6. ALL DI MENSIONS ARE TO FACE OF FRAMING, U.N.O. DIMENSIONS NOTED
1200 Fifth Ave.
I
"HOLD'MUST BE ACCURATELY MAINTAINED, AND SHALL NOTVARY MORE THAN
Suite 1300
:E 1/8" WITHOUT WRITTEN INSTRUCTION FROM ARCHITECT. "ALIGN" MEANS
Seattle, WA 98101
TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE. DIMENSIONS
Phone: 408-8500
NOTED "CLEAW'ARE MINIMUM DIMENSIONS WHICH MUST BE MAINTAINED
(206)
WITHOUT EXCEPTION. DIMENSIONS MARKED ± MEAN A VARIANCE NOT
WWW.NELSONWORLDWIDE.COM
GREATER THAN 1 INCH, VERIFY DIMENSIONS EXCEEDING TOLERANCE WITH
Client Representative:
THE ARCHITECT. ALL DIMENSIONS TO THE EXTERIOR WINDOW WALL ARE TO
Firm Name: KIDDER MATHEWS
THE FINISH FACE OF WALL BELOW SILL, U.N.O.
Attn; WENDIE BILLINGS
7. WHERE NEW FLOOR FINISHES AND/OR WALL BASE ARE SCHEDULED, PREPARE
T: 206.248.6531
FLOORS AND WALLS TO RECEIVE NEW FINISH. CONCRETE SLAB TO RECEIVE
E-mail:WENDIE.BILLINGS@KIDDER.com
NEW SEAL WHERE SAW -CUT AND PATCHED, PATCH AND PAINT ALL OFFICE
WALLS. TYPICAL THROUGHOUT.
8. ALL EXISTING FLOORS, PARTITIONS, DEMISING WALLS, AND CORRIDOR WALLS
TO REMAIN ARE TO BE PATCHED AND REPAIRED TO MATCH ADJACENT
SURFACES.
9. PATCH AT ALL NEW AND EXISTING PENETRATIONS AT FLOOR AND CEILING
SLABS, WALLS AND SHAFTS, SEAL ABANDONED PENETRATIONS AT FLOORS,
WALLS AND SHAFTS TO MAINTAIN FIRE/SMOKE AND ACOUSTICAL RATINGS.
PATCH FIREPROOFING AT ALL NEW AND EXISTING LOCATIONS WITH EXPOSED
STRUCTURAL STEEL.
10. ALL INFILL OF DOORS/WALLS/OPENINGS SHALL MATCH AND BE FLUSH WITH
EXISTING ADJACENT PARTITION CONSTRUCTION. FINISHED FACES OF NEW
PARTITIONS PARALLEL TO EXISTING FRAMING SHALL ALIGN.
11. WHERE NEW PARTITIONS ABUT EXISTING SURFACES, REMOVE EXISTING
CORNER BEAD AND PROVIDE SMOOTH FINISH AT INTERSECTION.
12. PROVIDE FURRING AT EXISTING PARTITIONS AS REQUIRED TO INSTALL
ELECTRICAL ITEMS AS INDICATED ON THE DRAWINGS.
13. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED AND SANDED SMOOTH WITH
NO VISIBLE JOINTS, PROVIDE LEVEL 4 FINISH, U.N.O. - REFER TO MATERIAL
SCHEDULE & FINISH PLAN FOR MATERIALS & LOCATIONS THAT REQUIRE A
LEVEL 5 FINISH, U.N.O.
14. GYPSUM WALLBOARD AT BOTH SIDES OF ALL PARTITIONS WITH PLUMBING
ROUGH -IN (E.G.BATHROOMS, PANTRY, JANFTOR'S CLOSET, WET COLUMNS)
SHALL BE WATER-RESISTANT.
CLIENT.
15. METAL STUDS AT PARTMONS TO RECEIVE CERAMIC TILE ARE TO BE 20 GAUGE
(MINIMUM) @ 16- O.C. (MAXIMUM). REFER TO THE FINISH PLANS FOR TILE
LOCATIONS.
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Kidder
16. ALL EXPOSED GYPSUM BOARD EDGES TO HAVE VINYL OR METAL EDGE TRIM,
17. THE CONTRACTOR SHALL ESTABLISH A SINGLE FLOOR ELEVATION THAT IS TO
Mathews
BE USED TO SET THE TOP OF ALL DOORS SUCH THAT THE TOP OF ALL DOORS
OF THE SAME HEIGHT WILL ALIGN REGARDLESS OF VARIATIONS IN THE FLOOR
SLAB OR FINISHED FLOOR THICKNESS. THERE SHALL BE NO EXPOSED PIPE,
CONDUIT, DUCTS, VENTS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR
FURRED AND FINISHED, UNLESS OTHERWISE NOTED AS EXPOSED
CONSTRUCTION ON THE DRAWING.
18. DOOR AND CASED OPENINGS WITHOUT LOCATION DIMENSIONS OR DETAILS
ARE TO BE (4) INCHES FROM ADJACENT WALL AT HINGE SIDE OF DOOR OR
KIDDER MATHEWS
CENTERED BETWEEN WALLS.
19. CENTER LOCATION OF NEW WALL CONSTRUCTION ON EXISTING COLUMNS,
12886 INTERURBAN AVE S
PIER, JOISTS OR WINDOW MULLION, AS SHOWN.
SEATTLE, WA 98168
20. GC SHALL BE RESPONSIBLE FOR PROVIDING ALL BLOCKING FOR ALL WALL AND
CEILING MOUNTED ITEMS, INCLUDING HARDWARE, LIGHT FIXTURES, GRAB
PROJECT,
BARS, CASEWORK, AND ALL OWNER PROVIDED ITEMS. PROVIDE SHEET METAL
REINFORCING (8- HORIZONTALLY MOUNTED STRIP OF 20 GA. GALVANIZED
SHEET METAL) CONCEALED IN PARTITIONS WHERE WALL OR CEILING
MOUNTED ITEM IS INDICATED ON DRAWINGS. ALL CONCEALED LUMBER AND
SOUTHCENTER BUISNESS PARK
BLOCKING TO BE FIRE TREATED. WHERE BLOCKING OR ADDITIONAL STUDS
ARE REQUIRED AT EXISTING PARTITIONS, THEY ARE TO BE PATCHED AND
SPECULATIVE SUITE
REPAIRED.
21. REUSE EXISTING DOORS, DOOR FRAMES AND DOOR HARDWARE IN NEW
1147 & 1151 ANDOVER PARK WEST
CONFIGURATION WHENEVER POSSIBLE. NEW DOORS AND DOOR FRAMES TO
TUKWILA, WA 98188
MATCH EXISTING.
Description: No: Date:
PERMIT SET 11/0712019
ELECTRICAL GENERAL NOTES
1. SEE ALSO ENGINEERING DRAWINGS (IF PROVIDED) FOR ADDITIONAL
INFORMATION. WHEN THERE ARE DISCREPANCIES BETWEEN ARCHITECTURAL,
ELECTRICAL, MECHANICAL OR PLUMBING DRAWINGS OBTAIN CLARIFICATION
FROM ARCHITECT IN WRITING BEFORE PROCEEDING WITH ANY WORK IN
QUESTION OR RELATED WORK, IF WORK IS PERFORMED PRIOR TO OBTAINING
CLARIFICATION, CONTRACTOR SHALL CORRECT CONFLICTING WORK AT HIS
EXPENSE AND AT NO ADDITIONAL COST TO THE OWNER OR THE ARCHITECT.
2. EACH ROOM SHALL COMPLY WITH THE PROVISIONS OF C405.2.1.1 INTERIOR
LIGHTING CONTROLS. SEE ALSO AO.1 FOR WAREHOUSE POWER/DATA.
3. ALL SWITCHES, RECEPTACLES, COVER PLATES AND OTHER ELECTRICAL
DEVICES SHALL BE WHITE IN COLOR, UON. DEVICES WHICH OCCUR IN STAINED
MILLWORK OR ON BLACK COLORED SURFACES SHALL BE BLACK IN COLOR. ALL
EXISTING BEIGE SWITCHES, RECEPTACLES, COVER PLATES AND OTHER
ELECTRICAL DEVICES SHALL BE CHANGED TO WHITE.
4. MULTIPLE SWITCH OR OUTLET DEVICES IN ONE LOCATION SHALL BE
INSTALLED IN A COMMON MUL71-GANG BOX WITH A COMMON FACEPLATE,
WHERE POSSIBLE. MOUNT MULTIPLE CONTROLS AS CLOSE TOGETHER AS
POSSIBLE AND IN -LINE WITH EACH OTHER.
5. WHERE SWITCHES FOR DEVICES OTHER THAN LIGHTS (I.E. EXHAUST FAN,
PROJECTION SCREEN) ARE ADJACENT TO LIGHT SWITCHES, LOCATE LIGHT
SWITCHES CLOSEST TO THE DOOR.
6. RECEPTACLES WITHIN 6'OF A WATER SOURCE SHALL BE GFI TYPE.
7. ALL WALL MOUNTED TELEPHONE AND ELECTRICAL OUTLETS TO BE INSTALLED
15" ABOVE FLOOR UON. BALANCE OF DEVICE MOUNTING HEIGHTS ARE SHOWN
ON DEVICE ELEVATION DETAIL THIS SHEET, U.N.O.
8. MAINTAIN A FOUR INCH HORIZONTAL CLEARANCE IN ALL DIRECTIONS, MIN.
FROM EDGE OF COVER PLATE, FOR WALL MOUNTED OUTLETS, OR FROM EDGE
OF MONUMENT FOR FLOOR MOUNTED OUTLETS, WHEN ADJACENT TO A WALL,
COLUMN, OR SIMILAR ELEMENTS, UON.
9. INDICATED DIMENSIONS ARE TO THE CENTER OF THE COVER PLATE OR
MONUMENT: CLUSTERS OF OUTLETS ARE DIMENSIONED TO THE CENTER OF
THE CLUSTER, LION: GANG COVER PLATES SHALL BE ONE-PIECE TYPE LION.
10. ALL CORE DRILL LOCATIONS SHALL BE VERIFIED WITH DESIGNER PRIOR TO
DRILLING,
11. CONTRACTOR TO UPDATE LABELS AT ELECTRICAL PANELS.
12. ALL EXISTING ELECTRICAL/ TELEPHONE OUTLETS NOT SHOWN ARE EXISTING
TO REMAIN. POWER & COMMUNICATION OUTLETS ARE SHOWN IN IDEAL
LOCATIONS. REUSE EXISTING ELECTRICAL/ TELEPHONE OUTLETS WHEN
LOCATED NEAR IDEAL LOCATIONS AND RELOCATE EXISTING ELECTRICAL/
TELEPHONE OUTLETS WHERE POSSIBLE.
11 FURNITURE SHOWN IS FOR REFERENCE ONLY AND IS NIC. LOCATION OF
OUTLETS IN PRIVATE OFFICES TO BE COORDINATED WITH FURNITURE
VENDOR,
14, ALL FURNITURE AND WORKSTATIONS PROVIDED AND INSTALLED BY OWNER.
NEW FURNITURE PANELS WILL BE POWERED. ELECTRICAL CONTRACTOR TO
PROVIDE PANELTO PANEL ELECTRICAL CONNECTIONS, POWER CONNECTION
TO WORKSTATIONS (WHIPS/BASE POWER INFEEDS) AND DUPLEX RECEPTACLE
INSTALLATION. COORDINATE POWER, VOICE/DATA AND SECURITY LOCATIONS
AND INSTALLATION REQUIREMENTS W/ FURNITURE VENDOR, TYP.
R1019.4 RE TERED
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VAAS-
STATE OF N TIN
TEV1_EW_ED_FOR__1
APPROVED
DEC 0 5 2019
City of TukWila
BUILDING DIVISION
90161AINW-11011
SEAL:
0,�
PR03ECT TO BE ELECTRICAL AND MECHANICAL DESIGN -BUILD. NEW LIGHTING SHALL
MEET THE FOLLOWING MINIMUM REQUIREMENTS:
A. IBC 1008.1 - ILLUMINATION REQUIREMENT
1, THE MEANS OF EGRESS, INCLUDING THE EXITDISCHARGE, SHALL BE
ILLUMINATED AT ALL TIMES THE BUILDING SPACE SERVED BY THE
MEANS OF EGRESS IS OCCUPIED.
B. IBC 1008.2.1 - ILLUMINATION LEVEL
1. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN I
FOOT-CANDLE (11 LUX) AT THE FLOOR LEVEL.
C. IBC 1008.3 - ILLUMINATION EMERGENCY POWER
I� THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL NORMALLY
BE PROVIDED BY THE PREMISE'S ELECTRIC SUPPLY.
1.1 LOCATIONS INCLUDE: DEDICATED EGRESS ROUTES IN LARGER ROOMS
OR SPACES, PUBLIC OR COMMON EGRESS ELEMENTS, ESSENTIAL
PORTIONS OF THE INTERIOR EGRESS SYSTEM, INTERIOR EXIT DISCHARGE
ELEMENTS, AND EXTERIOR PORTIONS OF THE EXIT DISCHARGE,
INCLUDING INTERIOR EXIT STAIRWAYS & RAMPS.
2. PER IBC 1008.3.3, IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY
ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE THE FOLLOWING
AREAS: ELECTRICAL EQUIPMENT ROOMS, FIRE COMMAND CENTERS, FIRE
PUMP ROOMS, GENERATOR ROMS, PUBLIC RESTROOMS WrFH AN AREA
GREATER THAN 300 SF. DURATION OF EMERGENCY POWER SHALL BE PER
1008.3.4; NOT LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE
BATTERIES, UNIT EQUIPMENT OR AN ON-SrTE GENERATOR. ILLUMINATION
LEVEL UNDER EMERGENCY POWER PER 1008.3.5: INITIAL ILLUMINATION NOT
LESS THANI FC, MINIMUM AT ANY POINT OF 0.1 PC MEASURED ALONG THE
PATH OF EGRESS AT FLOOR LEVEL.
3. EACH ROOM SHALL COMPLY WITH THE PROVISIONS OF C405.2 INTERIOR
LIGHTING CONTROLS. EACH AREA ENCLOSED BY WALLS OR
FLOOR -TO -CEILING PARTITIONS SHALL HAVE AT LEAST ONE MANUAL
CONTROL FOR THE LIGHTING SERVING THAT AREA. THE REQUIRED
CONTROLS SHALL BE LOCATED WITHIN THE AREA SERVED BY THE CONTROLS
OR BE A REMOTE SWITCH THAT IDENTIFIES THE LIGHTS SERVED AND
INDICATES THEIR STATUS.
C405.2.2.2 LIGHT REDUCTION CONTROLS. LIGHT REDUCTION CONTROLS NEED NOT BE
CONTROL SHALL:
B. VENTILATION REQUIREMENTS FOR RESTROOMS PER WASHINGTON STATE
PROVIDED IN THE FOLLOWING AREAS AND SPACES:
1. CONTROL ONLY LUMINAIRES WITHIN THE DAYLIT AREA,
MECHANICAL CODE (WAC 51-52)
1. AREAS THAT ARE CONTROLLED BY AN OCCUPANT -SENSING DEVICE.
2. INCORPORATE 11ME-DELAY CIRCUITS TO PREVENT CYCLING OF LIGHT LEVEL
C. ALL OCCUPIED SPACES SHALL BE VENTILATED BY MECHANICAL MEANS IN
2. CORRIDORS, EQUIPMENT ROOMS, STOREROOMS, RESTROOMS, PUBLIC
CHANGES OF LESS THAN THREE MINUTES.
ACCORDANCE WITH SECTION 403 IN THE 2015 INTERNATIONAL MECHANICAL
LOBBIES, ELECTRICAL OR MECHANICAL ROOMS.
EXCEPTION: DAYLIGHT ZONES ENCLOSED BY WALLS OR CEILING HEIGHT
CODE THE VENTILATION SYSTEM SERVING THE SPACE SHALL BE DESIGNED TO
3. DAYLIGHT SPACES COMPLYING WITH SECTION C405.2.2.3.2.
PARTITIONS AND CONTAINING TWO OR FEWER LIGHT FIXTURES ARE NOT
PROVIDE VENTILATION OVER AND ABOVE THAT REQUIRED BY TABLE 403.3.1.1 IN
REQUIRED TO HAVE A SEPARATE SWITCH FOR GENERAL AREA LIGHTING.
ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE.
C405.2.2. AUTOMATIC TIME SWITCH CONTROL DEVICES. AUTOMATIC TIME
SWITCH CONTROLS NEED NOT BE IN SPACES CONTROLLED BY OCCUPANCY
C405.2.1 OCCUPANCY SENSORS. OCCUPANCY SENSORS SHALL BE INSTALLED
NEW EXIT SIGNAGE SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS:
SENSORS.
IN ALL CLASSROOMS, CONFERENCE/ MEETING ROOMS, EMPLOYEE LUNCH AND
A. ALL REQUIRED EXIT SIGNS SHALL HAVE LETTERS SIX INCHES HIGH MINIMUM
BREAK ROOMS. THESE CONTROLS DEVICES SHALL BE CAPABLE OF
AND SHALL CONFORM WITH ALL APPLICABLE CODES.
C405.2.1 OCCUPANCY SENSORS. OCCUPANCY SENSORS SHALL BE INSTALLED IN
AUTOMATICALLY REDUCING THE LIGHTING POWER IN RESPONSE TO
3. THE BUILDING IS FULLY SPRINKLERED. THE FIRE PROTECTION CONTRACTOR
ALL CLASSROOMS, CONFERENCE/ MEETING ROOMS, EMPLOYEE LUNCH AND
AVAILABLE DAYLIGHT BY EITHER ONE OF THE FOLLOWING METHODS:
SHALL PROVIDE FIRE PROTECTION DRAWINGS AS REQUIRED BY THE
BREAK ROOMS, PRIVATE OFFICES, RESTROOMS, WAREHOUSE SPACES, STORAGE
1� CONTINUOUS DIMMING USING DIMMING BALLASTS AND DAYLIGHT -SENSING
GOVERNING AUTHORITY. THE FIRE PROTECTION CONTRACTOR SHALL SUBMIT
ROOMS AND JANITORIAL CLOSETS, AND OTHER SPACES 300 SQUARE FEET (28
AUTOMATIC CONTROLS THAT ARE CAPABLE OF REDUCING THE POWER OF
DRAWINGS TO THE ARCHITECT FOR REVIEW PRIOR TO COMMENCING WITH
M2) OR LESS ENCLOSED BY FLOOR -TO- CEILING HEIGHT PARTITIONS. THESE
GENERAL LIGHTING IN THE DAYLITE ZONE CONTINUOUSLY TO LESS THAN 20
THE WORK.
AUTOMATIC CONTROL DEVICES SHALL BE INSTALLED TO AUTOMATICALLY TURN
PERCENT OF RATED POWER AT MAXIMUM LIGHT OUTPUT.
OFF LIGHTS WITHIN 30 MINUTES OF ALL OCCUPANTS LEAVING THE SPACE, AND
2. STEPPED DIMMING USING MULTI -LEVEL SWITCHING AND DAYLIGHT -SENSING
SHALL EITHER BE MANUAL ON OR SHALL BE CONTROLLED TO AUTOMATICALLY
CONTROLS THAT ARE CAPABLE OF REDUCING LIGHTING POWER
TURN THE LIGHTING ON TO NOT MORE THAN 50 PERCENT POWER.
AUTOMATICALLY. THE SYSTEM SHALL PROVIDE A MINIMUM OF TWO CONTROL
CHANNELS PER ZONE AND BE INSTALLED IN A MANNER SUCH THAT AT LEAST
C405.2.4 DAYLIGHT ZONE CONTROL. DAYLIGHT ZONES SHALL BE DESIGNED
ONE CONTROL STEP IS BETWEEN 50 PERCENT AND 70 PERCENT OF DESIGN
SUCH THAT LIGHTS IN THE DAYLIGHT ZONE ARE CONTROLLED INDEPENDENTLY
LIGHTING POWER AND ANOTHER CONTROL STEP IS NO GREATER THAN 35
OF GENERAL AREA LIGHTING AND ARE CONTROLLED IN ACCORDANCE WITH
PERCENT OF DESIGN POWER, AND THE SYSTEM IS CAPABLE OF
SECTION C405.2.2.3.2. EACH DAYLIGHT CONTROL ZONE SHALL NOT EXCEED
AUTOMATICALLY TURNING THE SYSTEM OFF.
2,500 SQUARE FEET (232 M2). CONTIGUOUS DAYLIGHT ZONES ADJACENT TO
VERTICAL FENESTRATION ARE ALLOWED TO BE CONTROLLED BY A SINGLE
C408.2.3 FUNCTIONAL TESTING. TESTING SHALL ENSURE THAT CONTROL HARDWARE
CONTROLLING DEVICE PROVIDED THAT THEY DO NOT INCLUDE ZONES FACING
AND SOFTWARE ARE CALIBRATED, ADJUSTED, PROGRAMMED AND IN PROPER WORKING
MORE THAN TWO ADJACENT CARDINAL ORIENTATIONS (I.E.,NORTH, EAST,
CONDITION IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS AND
SOUTH, WEST). THE PRIMARY DAYLIGHT ZONE SHALL BE CONTROLLED
MANUFACTUREWS INSTALLATION INSTRUCTIONS.
SEPARATELY FROM THE SECONDARY DAYLIGHT ZONE. DAYLIGHT ZONES UNDER
NEW HVAC SOLUTION SHALL MEET THE FOLLOWING MINIMUM REQUIREMENT:
SKYLIGHTS MORE THAN 15 FEET (4572 MM) FROM THE PERIMETER SHALL BE
A. NEW MECHANICAL ELEMENTS, INCLUDING BUT NOT LIMITED TO PACKAGED
CONTROLLED SEPARATELY FROM DAYLIGHT ZONES ADJACENT TO VERTICAL
UNITS, CONTROLS, DAMPERS, DUCTING, COMMISSIONING; TO FULLY COMPLY
FENESTRATION.
WITH THE PROVISIONS OF WSEC SECT -ION C403.
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DEMOLITION REFLECTED CEILING PLAN
1. CENTER CEILING GRID IN ROOM OR AREA IN TWO
DIRECTIONS, TYPICAL LON.
2. CENTER LIGHT FIXTURES/SPRINKLER HEAD/CEILING ELEMENT
IN 24" PORTION OF 48` CEILING TILE, TYPICAL LON.
3. LOCATE ALL LIGHT FIXTURES, SPEAKERS, LIFE -SAFETY
DEVICES AND SIMILAR CEILING ELEMENTS, ETC., IN THE
CENTER OF CEILING TILE IN BOTH DIRECTIONS AND ALIGN
WITH ADJACENT FIXTURES, DEVICES OR HEADS IN A RUN OR
ROW, U.N.O.
4. REFER TO ELEVATIONS AND SECTIONS FOR MOUNTING
HEIGHTS OF WALL SURFACE MOUNTED LIGHT FIXTURES.
5. PROVIDE SEISMIC BRACING AT ALL SUSPENDED CEILING
SYSTEMS, SUSPENDED CEILING AND BRACING SHALL MEET
THE MINIMUM REQUIREMENTS OF CISCA AND ASCE 7-10
SECTION 13.5.6. AS SUMMARIZED ON SHEET A8.2
KEY NOTES
1. NOT USED.
2. REPAIR EXISTING SUSPENDED CEILING WHERE
PARTITIONS HAVE BEEN REMOVED.
3. CEILING TO REMAIN AS IS.
4. NEW 20 GALLON ELECTRIC WATER HEATER, MOUNTED ON
SHELF IN SHEET METAL DRIP PAN W/ R10 INSULATION
UNDER UNIT; BOTTOM AT 8'-0" MIN, GC TO PROVIDE
STRUCTURAL PLATFORM. PLATFORM WITH SEISMIC
RESTRAINT STRAP(S) ATTACHED TO STRUCTURE. PER
DETAIL 20/A5.1
A
SCALE: 1/8" V-0"
1. THE REFLECTED CEILING PLAN INDICATES THE LOCATION OF CEILING
HEIGHTS, LIGHT FIXTURES, SWITCH LOCATIONS, AND ASSOCIATED ITEMS.
REFER TO ENGINEERING DRAWINGS FOR CIRCUITING, WIRING LAYOUT, AND
ADDITIONAL INFORMATION. ALL MEP -FP DEVICE LOCATIONS NOT SHOWN ON
DRAWINGS, OR IN CONFLICT WITH MEP/FP DRAWINGS, ARE TO BE
COORDINATED WITH ARCHITECT PRIOR TO INSTALLATION. IN THE EVENT OF
DISCREPANCIES BETWEEN THE ARCHITECT'S REFLECTED CEILING PLAN AND
THE ENGINEERS' PLANS, IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING
BEFORE ORDERING MATERIALS OR PROCEEDING WITH THE WORK.
2. FOLLOWING COMPLETION OF THE ACOUSTICAL CEILING INSTALLATION, ALL
JOINTS AND GRID SHALL BE STRAIGHT, TRUE TO LINE, WITH EXPOSED
SURFACES FLUSH AND LEVEL. DIRTY OR DISCOLORED SURFACES OF TILE ARE
TO BE CLEANED OR REPLACED, AND LEFF FREE OF DEFECTS. AFTER 30 DAYS
FROM SUBSTANTIAL COMPLETION, INSPECT THE WORK AND ADJUST TILE NOT
IN ALIGNMENT WITH OTHER CEILING 11LES AND REPLACE MISSING OR
DAMAGED UNITS.
3. WITHIN A ROOM OR AREA, THE CONTRACTOR SHALL ESTABLISH A SINGLE
FLOOR ELEVATION THAT IS TO BE USED AS THE ORIGIN FOR ALL CEILING
HEIGHTS ABOVE FINISHED FLOOR.
4. VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL MEP/FP AND STRUCTURAL
ELEMENTS. CONTRACTOR TO COORDINATE THE WORK OF ALL TRADES
NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHTS INDICATED,
INSTALL DUCTWORK TIGHT TO UNDERSIDE OF BEAMS. WITH A SMALL SPACE
TO AVOID VIBRATION. INSTALLA71ON AND/OR ALTERATION OF DUCTWORK,
PIPING OR OTHER EQUIPMENT THAT WILL REQUIRE FASCIAS, SOFFITS AND
OTHER TRANSITIONS IN CEILING HEIGHT SHALL BE REVIEWED WITH THE
ARCHITECT PRIOR TO PROCEEDING, CONTRACTOR TO PROVIDE COMPLETE
COORDINATION DRAWINGS FOR THE ARCHITECT AND ENGINEEWS REVIEW.
5. REWORK EXISTING FIRE, LIFE, SAFETY SYSTEM AS REQUIRED PER NEW WALL
LAYOUT AND CURRENT CODE. ENGINEERING AND INSTALLATION BY BUILDING
RECOMMENDED SUB -CONTRACTOR.
6. PROVIDE SMOKE DETECTORS THROUGHOUT TENANT AREAS IN ACCORDANCE
WITH LOCAL CODES AND MANUFACTURER'S RECOMMENDATIONS.
7. ALL CEILING MOUNTED DEVICES SHALL BE WHITE.
8. PROVIDE BLOCKING ABOVE CEILING REQUIRED FOR ALL CEILING MOUNTED
EQUIPMENT. PROVIDE ADDITIONAL SUPPORT FOR LIGHT FIXTURES AS
RECOMMENDED BY FIXTURE MANUFACTURER.
9. LOCATE ANY CONTROLS THAT NEED ACCESSING OVER ACOUS FICAL CEILING
TILE AREAS, DO NOT PLACE ANY ABOVE GYPSUM BOARD CEILINGS, UNLESS
APPROVED BY ARCHITECT.
10. PROVIDE CEILING ACCESS REQUIRED FOR EQUIPMENT AND SYSTEM
MAINTENANCE. MATCH ADJACENT CEILING FINISH U.N.0, SYSTEMSAND
EQUIPMENT REQUIRING ACCESS SHALL BE LOCATED AT ACCESSIBLE CEILINGS -
ACCESS PANELS NOT SHOWN ON DRAWINGS SHALL NOT BE INSTALLED IN
GYPSUM BOARD CEILINGS WITHOUT PRIOR APPROVAL.
11. ALL ACCESS PANELS IN GYPSUM BOARD CEILINGS SHALL BE FRAMELESS;
LOCATIONS SHALL BE COORDINATED WITH ARCHITECT. GROUP DEVICES TO
MINIMIZE THE NUMBER AND SIZE OF ACCESS PANELS,
12. ALL CONDUITS, BOXES, DUCTS, HVAC UNITS, PIPES, ETC., SHALL BE INSTALLED
AS HIGH AS POSSIBLE, NOT LOWER THAN WABOVE LINE OF HIGHEST
FINISHED CEILING.
13. THERE SHALL BE NO COMBUSTIBLE MATERIALS IN THE PLENUM SPACE.
14. WHEN MULTIPLE SWITCHES OCCUR IN CLOSE PROXIMITY GANG UNDER SINGLE
SWITCH PLATE.
15. FURNISH AND INSTALL NEW THERMOSTATS AS REQUIRED. INSTALL CLOSE TO
DOOR OPENINGS, DO NOT INSTALL IN CENTER OF WALL. ARCHITECT AND
CLIENT TO APPROVE ALL LOCATIONS.
16. ALL LIGHTS TO BE CONTROLLED BY MOTION SENSOR. PROVIDE OVERRIDE
SWITCH AT ALL CONFERENCE ROOMS
17, ALL LAMPS SHALL BE IDENTICAL FROM ONE MANUFACTURER IN SAME
I *
15, INEXI NG ALTERED SPACE, REPAIR ANDVOR REPLACE COMPONENTS
NECESSARY TO INSURE ALL EXISTING AND OR RELOCATED LIGHT FIXTURES
ARE FUNCTIONING, INCLUDING BUT NOT LIMITED TO LAMPS, BALLASTS, AND
LENSES. RELAMP ALL EXISTING AND RELOCATED FIXTURES TO REMAIN.
i Fr.pmn
ELEMENT TO BE DEMOLISHED
INTERNALLY ILLUMINATED EXIT SIGNAGE W/ BATTERY BACKUP
PER IBC SECTION 1013, CONFIRM OPERATION FOR EXISTING.
ADD WHERE NOT EXISTING. ARROW = DIRECTION INDICATOR,
IF REQUIRED
R& EXHAUST FAN (SONE RATING LESS THAN 1.0 SONE)
OPEN TO STRUCTURE
DEMO RCP LEGEND
EXISTING 2X4 LIGHT FIXTURE TO BE REMOVED/RELOCATED
(R=RELOCATE)
EXISTING IX4 LIGHT FIXTURE TO BE REMOVED
M __zS_ n- EXISTING TRACK LIGHT FIXILRE TO BE REMOVED
0 EXISTING DOWN LIGHT FIXTURE TO BE REMOVED
GWB
EXISTING GYPSUM BOARD CEILING TO BE REMOVED
ACT
EXISTING ACOUSTICAL CEILINGTILE TO BE REMOVED
RrPiFnFNn
2X4 LAY -IN LED LIGHT FL\-rURE
(N= NEW, R=RELOCATED)
HATCH INDICATES "NIGHT LIGHT' FOR EGRESS ILLUMINATION
NOT LESS THAN 1 FC PER IBC SECTION 1008.2.1 WITH
EMERGENCY POWER PER 1006.3.3
GWB
GYPSUM BOARD CEILING
DAYLIGHT ZONE
(PRIMARY DEFFH = TO WINDOW HEAD HEIGHT, 24' BEYOND
WIDTH OF WINDOW)
iStLUNDARY DEPTH = 2 TIMES WINDOW HEAD HEIGHT)
Nelco Architecture, Inc.
1200 Fifth Ave,
Suite 1300
Seattle, WA 98101
Phone: (206) 408-8500
WWW.NELSONWORLDWIDE.COM
Client Representative:
Firm Name: KIDDER MATHEWS
Attn: WENDIE BILLINGS
T: 206.248.6531
E-mai]:WENDIE.BILUNGS@KIDDER.com
Al RINI*
KIDDER MATHEWS
12886 INTERURBAN AVE S
SEATTLE, WA 98168
CLIENT.
PROJECT
SOUTHCENTER BUISNESS PARK
SPECULATIVE SUrrE
1147 & 1151 ANDOVER PARK WEST
TUKWILA, WA 98188
Description: No: Date:
PERMrT'SET 11107/2019
SEAL
10194 RE TERED
hAM EG HITECT
STATEOFWAS N TON
REVIEWED F
APPROVED ITY S rA-
DEC 05 2019
City of Tukwila
BUILDING DIVISION
REFLECTED CEILING
PLAN
Proj. No: 19.0000894.001 Reviewed By: JAKB
1/8-v-0- RECEIVED
0 16' CITY OF TUKWILA
SCALE: 1/8" = V-0" NOV 0 8 2019
PERMIT CENTER
1161
_77 GENERAL NOTES NELSON
ATTACH TO EXISTING ATTACH TO EXISTING STRUCTURE
STRUCTUREABOVE ABOVE
THREAD ROD I /� UNISTRUT P1000 CHANNEL WITH P2381-2 NUT
1/2" DIAMETER ROD 7r�-� UNISTRUT P2101 ANGLE
SECTION A COUPLER, OPTIONAL SECTION B 1/2" DIAMETER A306 THRU BOLT WITH WASHER AND NUT
LOCATE WATER TANK AGAINST 1/2'DIAMETER THREAD ROD WITH WASHER AND NUT.
CORNER WALLS. BOTTOM OF DOUBLE NUT ON BOTTOM. TYPICAL ALL (4) CORNERS.
PLATFORM TO BE 48" BELOW CEILING,
MAX UNISTRUT P1000 CHANNEL WITH P2381-2 NUT� ATTACHED
2"W X 20 GA STEEL STRAP WITH (3) #8 To FRAMING WITH UNISTRUT P2101 ANGLE, V2"
SCREWS, ATTACHED EACH END OF LO. DIAMETER A306 THRU BOLT WITH WASHER AND NUT
STRAP TO WALL. � 8
SHEATHING 23/32" SHEATHING WITH #6 SCREWS AT 6" OC AT PANEL
ATTACHMENT TO STRUCTURE EDGES AND INTERMEDIATE SUPPORT
DIRECTION
ABOVE PER FRAMING PLAN
WATER HEATER DRAIN PAN
WATER HEATER PLATFORM PER FRAMING PLAN
r2o--� SECTION @ WATER HEATER PLATFORM
ALLOWABLE STRESSES: VERTICAL OR
ZONTAL FORCE OF 250 POUNDS
IED AT ANY POINT ON THE GRAB
FASTENER MOUNTING DEVICE OR
ORTING STRUCTURE.
PARTITION AS SCHEDULED
1/4" CIA SHEET METAL SCREWS TO
METAL BLOCKING/BACKING
11/2" DIA GRAB BAR
(11/4" MIN TO 2" MAX OUTSIDE DIA)
I A
6 G METAL STUD BLOCKING W/ (1)
A35 CLIP TOP AND BOTTOM
OR 3/4" FIRE RETARDANT, TREATED
PLYWOOD BACKING
PROTRUDING ELEMENT
PLAM, FRP, OR CERAMIC TILE OVER
WATER-RESISTANT GWB
OR PREFABRICATED SHOWER
GRAB BAR DETAIL MODULE
3- = V-0"
A
< 814>
<9>
C
24" MIN- 30" MAX
362SI62-33 STUD JOISTS, 12" OC, TYP. CONNECT WITH
DIETRICH S-SERIES CLIPS WITH (2) #8 SCREWS, MIN.
BRUSHED ALUMINUM
TRIM CAP
WAINSCOT W/ METAL
TRIM AT SHEET EDGES
PER FINISH PLANS
STRATEGIZE LOCATION OF
LAMINATE SEAMS TO MINIMIZE
VISIBILITY. LAYOUT SEAMS
SYMMETRICALLY WHENEVER
POSSIBLE.
COVE FLOORING
RETURN UP WALL
AIRESILIENT SHEET FLOOR
SECTION @ WAINSCOT
rq--� SINGLE OCCUPANCY RESTROOM ELEVATIONS btt AN-3 FOR MOUNTING HEIGHTS AND RELATION-SR-1K
��l 1/4" = V-0"
1. ALL EXISTING BUILDING COLUMNS, EXTERIOR WALLS, EXTERIOR WINDOWS,
AND STRUCTURAL MEMBERS TO REMAIN, LON.
2� NEW RESTROOM(S) TO BE FULLY ACCESSIBLE PER THE PROVISIONS OF ANSI
A117.1 SECTION 603 AS SUMMARIZED ON SHEET AN-3.
KEY NOTES 6P\
RESTROOM ACCESSORY MANUFACTURER: BOBRICK, CLASSIC SERIES,
LON. STAINLESS STEEL WITH SATIN FINISH
1. WATER CLOSET. REFER TO 6041AN-3.
FLUSH CONTROLS SHALL BE ON OPEN SIDE OF THE WATER CLOSET.
2. SINK IN COUNTER TOP. REFER TO 606/AN-3.
3. WALL MOUNT SINK. REFER TO 606/AN-3.
4. SURFACE MOUNTED MIRROR. 24X36. REFER TO 603/AN-3.
S. SURFACE MOUNTED TOILET PAPER DISPENSER MOUNTED BELOW GRAB BAR
MOUNTING ZONE. REFER TO 604.7/AN-3.
6. SURFACE MOUNTED SANITARY NAPKIN DISPOSAL. REFER TO 606/AN-3.
7. SURFACE MOUNTED TOILETSEAT COVER DISPENSER. REFER TO 606/AN-3.
8. TOILET PARTITION, OVERHEAD BRACED. PLASTIC LAMINATE OR PER TENANT
STANDARD. REFER TO 604/AN-3.
9. RECESSED PAPER TOWEL DISPENSER/WASTE RECEPTACLE, TYP. REFER TO
606/AN-3.
10. SURFACE MOUNTED GRAB BARS PER ICC/ANSI A117.1 SECTIONS 604 AND 609,
SEE ALSO DETAIL 19/A5.1. PROVIDE BLOCKING AS REQUIRED.
11. FLOOR DRAIN WITH TRAP PRIMER. 12" SQUARE SECTION OF FLOOR TO SLOPE
TOWARD FLOOR DRAIN.
12. WALL HUNG URINAL. REFER TO 605/AN-3.
13. MANEUVERING CLEARANCES / CLEAR FLOOR SPACE REQUIRED AT FIXTURE.
REFER TO 305, 404, 604/AN-3., TYP.
14. WAINSCOT, TYPICAL ALL (4) WALL5, UNO OR SHOWN WITHOUT WAINSCOT IN
ELEVATION OR ON FINISH SCHEDULE
15. WHITE INSULATION/COVER, SEE 606.6/AN-3.
16. SIGNAGE WITH BRAILLE, REFER TO 703/AN-3
SINGLE OCCUPANCY: TRIMCO, 529, BLUE, MENS: TRIMOO, 527, BLUE,
WOMENS: TRIMOO, 528, BLUE
-3 �13>
C 9
A5.
I B 3
10
10
3
C 9
A5111
Nelco Architecture, Inc.
1200 Fifth Ave.
Suite 1300
Seaftle, WA 98101
Phone: (206) 408-8500
WWW.NELSONWORLDWIDE.COM
Client Representative;
Firm Name: KIDDER MATHEWS
Attn: WENDIE BILLINGS
T: 206.248.6531
E-mall:WENDIE.BILLINGS@KIDDER.com
CLIENT
KIDDER MATHEWS
12886 INTERURBAN AVE S
SEATTLE, WA 98168
PROJECT.
SOUTHCENTER BUISNESS PARK
SPECULATIVE SUITE
1147 & 1151 ANDOVER PARK WEST
TUKWILA, WA 98188
Description: No: Date:
PERMITSET 1110712019
SEAL:
t<EVIEVVEV FOR
CODE COMPLIANCE
DEC 0 5 2019
City of Tukwiia
BUILDING DIVISION
INTERIOR ELEVATIONS
& DETAILS
ENLARGED TOILET ROOM
ASA 4) Proj. No: 19.0000894.001 Reviewed By: JAKB
RECEIVED
CITY OF TUKWILA
NOV 0 8 2019 A5.1
?ERMITCENTER
Uckolmw
d0ft", 7,g 11�4,7
DOOR/RELITE SCHEDULE
OPENINGS
FRAMES
DETAILS
DOOR
#
ROOM
NAME
TYPE
SIZE
(W x H)
THICK.
MATERIAL
GL
INSUL
FIRE
RATING
HDWE
TYPE
DOOR
FINISH
TYPE
MATERIAL
FINISH
HEAD
JAMB
SILL
REMARKS
105
TOILET ROOM
F
Y-O" X 7-0"
13/4"
WOOD
I
CLEAR
I
METAL
FF
3/A6.1
2/A6.1
6/A6.1
106
TOILET ROOM
F
T-O" X 7'-0"
13/4"
WOOD
I
CLEAR
1
METAL
FF
3/A6.1
2/A6A
- -
6/A6.1
--------- - ------
107
BREAK ROOM
FG
T-O" X T-O"
13/4"
WOODIGLASS
E
CLEAR
I
METAL
FF
3/A6.1
2/A6.1
6/A6.1
DOOR TYPES
FRAME TYPES
DOOR HARDWARE NOTES
'TYPE A:
EXTERIOR ENTRANCE TYPE LOCKSET, CLOSER,
PER DOOR SCHEDULE
PER DOOR SCHEDULE
PER SCHEDULE
WEATHER STRIPPING, SURFACE APPLIED DOOR SWEEP
TYPE B:
TYPE C:
OFFICE TYPE LOCKSET
OFFICE -TYPE LOCKSET, CLOSER, WEATHER STRIPPING,
SURFACE APPLIED DOOR SWEEP
TYPE C:
PUSHIPULL, CLOSER
TYPE E:
PASSAGE SET
TYPE F:
PASSAGE SET, CLOSER
WALL TYPE AS SCHEDULED
TYPE G:
STOREROOM LOCKSET, CLOSER
TYPE H:
STOREROOM LOCKSET, CLOSER, WEATHER STRIPPING,
STEEL RUNNER
SURFACE APPLIED DOOR SWEEP
0
0
0
0
TYPE 1:
PRIVACY WITH'IN USE'INDICATOR
DRYWALL SCREW, (1) NEXT TO
0
0
TYPE K:
CARD READER WITH KEY OVERRIDE, FAIL SAFE,
EACH RETAINER CLIP
TG
UNLOCKED ON PRIVATE OR FREE SIDE OF DOOR TO
STEEL CASING WITH HEAT
ALLOW FOR FREE EGRESS, CLOSER
TREATED CASING RETAINER CLIP
TYPE L:
STOREROOM LOCK ON ACTIVE LEAF, DUMMY LEVER ON
INACTIVE LEAF, MANUAL FLUSH BOLTS
F (FLUSH)
FG (FULL GLASS)
AT TOP AND BOTTOM
TIMELY STEEL FRAME
TYPE M:
EXISTING EXTERIOR DOOR ENTRANCE TYPE LOCKSET.
PREFINISHED, KNOCK DOWN
CLEAN AND ADJUST EXISTING HINGES AND CLOSER,
DOOR SILENCERS OR SMOKE SEAL
ADJUST CLOSER TO CURRENT ACCESSIBILTTY
REQUIREMENTS (ANSI 117.1, SECTION 404), NEW
DOOR AS SCHEDULED
WEATHERSTRIPPING
TYPE N:
DUMMY LEVERS AND ROLLER CATCHES ON BOTH
LEAFS
(]�) INT. DOOR HEAD - TIMELY
A6.1 � ViewportScale
11___�
(PE AS SCHEDULED
TEEL STUD
CASING WITH HEAT
ED CASING RETAINER CLIP
Y STEEL FRAME
41SHED, KNOCK DOWN
SILENCERS OR SMOKE SEAL
S SCHEDULED
r2_`� INT. DOOR JAMB - TIMELY
ASA / ViewportScale
1_1
DOOR
FLOOR FINISH MATL
L
SAME ON BOTH
SIDES OF OPENING
(LDOORANDTRIM
RESILIENT FLOOR MATERIAL
DOOR
TRANSITION STRIP
CPT REDUCER STRIP
TO MATCH RUBBER BASE
(LDOOR AND TRIM
CARPETICARPET TILE
CONCRETE SLAB
DOOR
TRANSITION STRIP CPT
REDUCER STRIP
TO MATCH RUBBER BASE
(LDOOR AND TRIM CARPET/CARPET TILE
r_6� SILLIFLOOR TRANSITION
A6.1 ) ViewportScale
CARPET OVER PAD, IF CARPET TILE
(1/4") OR WALK -OFF MAT (5/8") -
FLOAT FLOOR AS REQUIRED FOR
LEVEL TRANSITION - REFER ALSO
TO GENERAL NOTES
DOOR
3/8"xl-1/2" BRUSHED ALUM.
ANGLE SECURED TO SLAB
TILE
CONCRETE SLAB OR
RESILIENT FLOOR MATERIAL
DOOR
TRANSITION STRIP
(LDOORANDTRIM TILE
DOOR SCHEDULE NOTES
1. ALL DOOR HARDWARE SHALL BE FULLY ACCESSIBLE PER THE PROVISIONS OF IBC 1010.1.9 AND ANSI
A117.1 SECTION 404, AS SUMMARIZED ON TI.2. EXISTING HARDWARE IS ASSUMED TO BE ACCESSIBLE;
LEVER STYLE HANDLE, CLEAR WIDTH, CLOSING SPEED, DOOR OPENING FORCE, ETC. GC TO REPLACE
DOOR HARDWARE AS REQUIRED.
2. ALL DOORS TO BE READILY OPERABLE IN THE DIRECTION OF EGRESS TRAVEL WITHOUT THE USE OF A
KEY OR SPECIAL EFFORT.
3. AT THE MAIN EXTERIOR DOOR, LOCKS & LATCHES SHALL BE PERMITTED IF THE LOCKING DEVICE IS
READILY DISTINGUISHABLE AND A READILY VISIBLE DURABLE SIGN IS POSTED ON THE EGRESS SIDE ON
OR ADJACENT TO THE DOOR STATING: "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS
OCCUPIED". THE SIGN SHALL BE IN LETTERS 1" HIGH ON A CONTRASTING BACKGROUND & MEET
REQUIREMENTS OF IBC 1010.1.9.3 LOCKS & LATCHES.
4. NEW EXTERIOR DOORS TO BE STEEL, 20 GAUGE, FULL FLUSH WITH FIBROUS HONEYCOMB CORE, BAKED
ON PRIMER. EXTERIOR DOOR FRAMES TO BE STEEL, 18 GAUGE WITH 2" FACES AND 5/8" STOPS FORMED
INTERNAL CORNERS MITERED, WELDED AND GROUND SMOOTH, BAKED ON PRIMER, LION.
5. NEW STOREFRONT/ENTRANCE TYPE EXTERIOR DOORS TO BE 2"X4 1/2", CENTER GLAZED, MEDIUM STILE,
THERMALLY BROKEN, ALUMINUM STOREFRONT. KAWNEER OR APPROVED EQUAL. FINISH TBD OR TO
MATCH EXISTING ADJACENT.
6. NEW INTERIOR DOORS TO BE BUILDING/OWNER STANDARD: SOLID CORE, WOOD, UNIFORM WHITE
BIRCH, ROTARY CUT, NATURAL, CLEAR #00 FINISH. NEW INTERIOR DOOR FRAMES TO BE
BUILDING/OWNER STANDARD: KNOCK DOWN (TIMELY, MITERED OR EQUIVALENT) STYLE, FACTORY
FINISH, BLACK. ALTERNATE DOOR FRAME: EXTRUDED ALUMINUM, CLEAR ANODIZED FACTORY FINISH
(WESTERN INTEGRATED, SERIES 300, I"SQUARE TRIM OR EQUIVALEN-T).
7. IG INDICATES INSULATED GLAZING, TYP.
8. TG INDICATES TEMPERED GLAZING, TYP.
9. TIG INDICATES TEMPERED, INSULATED GLAZING, TYP.
10. ALL EXTERIOR/BUILDING ENVELOPE AND INSULATED GLAZING SHALL BE CERTIFIED & LABELED WITH ITS
MAX. U-FACTOR OF 0.38 & SOLAR HEAT GAIN, COEFFICIENT OF 0.40, PER WSEC SECTION C303.1.3
(RATING DETERMINED BY AN ACCREDITED, INDEPENDENT LABORATORY, LABELED AND CERTIFIED BY
THE MANUFACTURER).
11. DOORS OPENING INTO SEMI -HEATED SPACE UNCONDITIONED SPACE OR TO THE EXTERIOR TO BE 0.37
MAX U-FACTOR
12. CARGO DOORS AND LOADING DOCK DOORS SHALL BE EQUIPPED WITH WEATHERSEALS TO RESTRICT
INFILTRATION WHEN VEHICLES ARE PARKED IN THE DOORWAY PER WSEC C402.4.6.
13. GC TO COORDINATE WITH TENANT SUPPLIED AND INSTALLED SECURITY AND ALARM SYSTEM.
14, ALL DOOR HARDWARE PACKAGES TO BE COMMERCIAL GRADE, SA`T[N CHROME FINISH (US26D) AND
INCLUDE WALLIFLOOR STOPS, SILENCERS, HINGES, ETC.
ROOM FINISH SCHEDULE
FLOOR
BASE
WALLS
CEILING
Dr)0M
F\V
#
ROOM
NAME
SUBSTRATE
MATERIAL
FINISH
FINISH
NORTH
EAST
SOUTH
WEST
MATERIAL
HEIGHT
REMARKS
MATERIAL
FINISH
MATERIAL�
FINISH
MATERIAL
FINISH
MATERIAL
FINISH
101
OPEN OFFICE
EXIST
CPT-1
B-I
GWB
PT-1
GWB
PT-1
GINS
PT-1
GWB
PT-1
ACP
±9�0" AFF
102
OFFICE
MST
CPT-1
B-1
GWB
PT-1
GWB
PIT-1
GWB
PT-1
GINS
PT-1
ACP
±9�O" AFF
103
CONFERENCE
EXIST
CPT-1
B-1
GWB
PT-1
GWB
PT-1
GWB
PT-1
GAS
PT-1
ACP
±9'-O" AFF
104
WAREHOUSE
MST
SLR-1
GWB
PIT-1
GWB
FIT-1
GWB
PT-1
GWB
PT-1
OPEN
OPEN
105
TOILET ROOM
EXIST
R-1
R-I
GAS
PT-1/PL-2
GWB
PT-I/PL-2
GWB
PT-I/PL-2
GWB
PT-1/PL-1
GINS
±8'-O" AFF
106
TOILET ROOM
MST
R-1
R-1
GWB
PT_I/PL_1
GWB
PT-I/PL-1
I
GWB
PT_I/PL-1
GWB
I/PL-1
GWB
±W-O" A
107
BREAKROOM
EXIST
VCT-1
B-1
GWB
PT-1
I GWB
PT-1
GAS
PT-1
I GWB
PT-1
ACP
±91-011 AIF
FINISH SPECIFICATIONS:
FLOOR FINISHES:
FLOOR FINISH TO BE CPT-1, LION
CARPET
SHAW CONTRACTOR GROUP
PRIME 5A189
PERFECT CHARCOAL 88505
FR� RESILIENT SHEET FLOORING
ARMSTRONG, MEDINTONE
ALMOST BLACK H5303
rVjgT VCT
All STRONG, STANDARD EXCELON
CHARCOAL51915
ISLR SEALED CONCRETE
M, EXISTING, CLEAR
WALL FINISHES:
WALL FINISH TO BE PT-1, LION
PT PAINT (GENERAL)
SHERWIN WILLIAM,
DOVER WHITE SW �385
29 PAINT (ACCENT)
SHERWIN WILLIAMS
NETWORK GRAY SIN 7073
ROOM FINISH GENERAL NOTES:
WALL BASE: 1.
ALL FINISH SELECTIONS IDENTIFIED IN LEGENDS, SCHEDULES, AND
SPECIFICATIONS ARE NOT SUBJECT TO'OR EQUAL' SUBSTITUTIONS U.N.O.
WALL BASE TO BE B-1, LION
THE CONTRACTOR AND SUBCONTRACTORS SHALL SUBMIT PRODUCTS AND
RESILIENT BASE
FINISHES AS INDICATED IN THE DOCUMENTS.
2.
Lj-j VPI
NOTIFY ARCHITECT OF SCHEDULED FINISHES THAT ARE UNAVAILABLE OR
DISCON11NUED AT THE EARLIEST OPPORTUNITY SUCH THAT A
CHARCOAL #66
SUBSTITUTION CAN BE SELECTED WITHOUT JEOPARDIZING THE
MILLWORK FINISHES:
CONSTRUCTION SCHEDULE.
3.
REFER TO THE MATERIAL SCHEDULE FOR MANUFACTURER,
fpQ PLASTIC LAMINATE (COUNTERTOP)
PRODUCT/STYLE NAME, COLOR SPECIFICATION.
F-1 ] WILSONART 4.
INSTALL ALL FINISH MATERIALS IN ACCORDANCE WITH THE
SALENTINA NERO 1864K-55
MANUFACTURER'S RECOMMENDED SPECIFICATIONS, SURFACE
PREPARATION, ADHESIVES AND BACKINGS: INCLUDING WALLCOVERINGS,
P PLASTIC LAMINATE (WAINSCOT)
L
COATINGS, FLOORING MATERIALS, LAMINATES, ETC.
qTBD
2 5.
PREPARE ALL SURFACES TO RECEIVE NEW FINISH SCHEDULED, TYPICAL
THROUGHOUT. CONCRETE SLAB TO RECEIVE NEW SEAL WHERE SAW -CUT
AND PATCHED.
6.
ALL WALLS (EXISTING AND NEW) TO BE PT-1, LION.
7.
RUBBER BASE, B-1 THROUGHOUT, LON. BASE SHALL RUN
CONTINUOUSLY.
8.
CARPET� CPT-1 THROUGHOUT, LION.
9.
INTERIOR GWB CEILINGS AND SOFFITS TO BE PT-1, LATEX WITH FLAT
FINISH, LION. TOILETROOM GWB CEILINGS AND SOFFITS TO BE PT-1,
LATEX ENAMEL WITH SEMI -GLOSS FINISH, LION.
10.
SEE REFLECTED CEILING PLANS FOR CEILING FINISHES, CEILING TILE AND
GRID SPECIFICATIONS.
11.
ALL GWB SURFACES TO BE SMOOTH FINISH AND RECIEVE TWO COATS OF
LATEX PAINT WITH EGGSHELL FINISH.
12�
ALL GWB SURFACES IN RESTROCIMS AND WET WALLS IN BREAK AREA AND
COFFEE AREA SHALL RECEIVE ONE (1) COAT OF LATEX SEMI -GLOSS
ENAMEL OVER ONE (1) COAT OF PVA SEALER.
13.
GWB SURFACES TO RECEIVE LEVEL 4 FINISH PRIOR TO PAINTING, UNO.
REFER TO FINISH LEGEND FOR EXCEPTIONS.
14.
LEVEL 2/FIRETAPE FINISH ON WAREHOUSE SIDE OF OFFICE TI, UNLESS
NOTED OTHERWISE.
15.
ALL PAINT MATERIALS, PREPARATION AND WORKMANSHIP SHALL
CONFORM TO REQUIREMENTS OF THE LATEST EDITION OF THE
ARCHITECTURAL PAINTING SPECIFICATION MANUAL BY THE MASTER
PAINTERS INSTITUTE. THE PAINTING SUBCONTRACTOR SHALL ENSURE
THAT ALL PAINTS COMPLY WITH THE MUNICIPAL & STATE CODES AND
BUILDING REGULATIONS FOR LOW VOC EMISSIONS.
Nelco Architecture, Inc.
1200 Fifth Ave.
Suite 1300
Seattle, WA 98101
Phone: (206) 408-8500
WWW.NELSONWORLDWIDE.COM
Client Representative:
Firm Name: KIDDER MATHEWS
Attn: WENDIE BILLINGS
T: 206.248.6531
E-mail:WENDIE.BILLINGS@KIDDER.com
CLIENT.
I ®R K 1 d6s' r
OM Mathaws
KIDDER MATHEWS
12886 INTERURBAN AVE S
SEATTLE, WA 98168
PROJECT
SOUTHCENTER BUISNESS PARK
SPECULATIVE SUITE
1147 & 1151 ANDOVER PARK WEST
TUKWILA, WA 98188
Description: No: Date:
PERMIT SET 11/07/2019
16. REFER TO DOOR SCHEDULE SHEET A6.1 FOR DOOR AND DOOR FRAME
FINISHES.
17. WHERE INTERIOR DOOR AND DOOR FRAMES ARE TO BE PAINTED, COLOR
TO MATCH ADJACENT WALL SURFACE,
18. PLASTIC LAMINATE, PL-1 AT ALL EXPOSED SURFACES OF BASE AND UPPER
CABINETS, UON. PLASTIC LAMINATE PL-2 AT ALL COUNTERTOPS AND
BACKSPLASHES, UON.
19. REFER TO THIS SHEET FOR FINISH LEGEND & SCHEDULE.
20, FLOOR MATERIAL TRANSITIONS AT DOOR OPENINGS ARE TO BE
CENTERED BELOW THE DOOR IN THE CLOSED POSITION, UNLESS NOTED
OTHERWISE. SEE ALSO TRANSITION DETAILS THIS SHEET.
21, PROVIDE TRANSITION STRIPS AT ALL FLOORING MATERIAL CHANGES,
UNLESS NOTED OTHERWISE PER 6/A6.1. RESILIENT TRANSITION STRIPS
TO MATCH BASE COLOR U.N.O. WHEN PROVIDED, REFER TO PLAN FOR
SEAL:
ADDITIONAL DETAIL LOCATIONS.
22. WHERE FLOOR FINISH THICKNESS REQUIRES, FLOAT FLOOR SLAB AT
FINISH TRANSITION AREAS A MINIMUM OF 2'-0" OR TO A ACHIEVE A
10194
"q
MAXIMUM SLOPE OF 1:20 (WHICHEVER IS GREATER) TO ACHIEVE A
RE TERED
UNIFORM AND FLUSH TRANSITION BETWEEN FINAL FINISHED SURFACES.
HITECT
23. ACCESS PANELS, VISIBLE COVES OR ENCASEMENTS, VISIBLE ELECTRICAL
PANELS, ETC. TO SHALL BE PAINTED TO MATCH ADJACENT SURFACES.
24. ALL INTERIOR WALL & CEILING FINISHES AND TRIM OF PUBLIC AREAS TO
G
G
COMPLY WITH CLASS A MATERIAL CLASSIFICATION; FLAME SPREAD
W
STATE OF WAS TON
RATING 0 TO 25, SMOKE DEVELOPED 200. ALL INTERIOR WALL AND
CEILING FINISHES AND TRIM IN NON PUBLIC AREAS TO COMPLY WITH
CLASS B MATERIAL CLASSIFICATION; FLAME SPREAD RATING 26-75,
SMOKE DEVELOPED 450, PER IBC CHAPTER 8.
REVIEWED FOR
25. PROVIDE NEW WINDOW TREATMENT, WT-1 AT ALL EXTERIOR WINDOWS,
CODE COMPLIANCE
TYPICAL THROUGHOUT, LION, ALTERNATE COST FOR WT-2, INSTEAD OF
Wr-1.
CTYSTAMP.
26. ALTERNATE PRICE TO REPLACE WINDOW BLINDS (BL-1, I", METAL MINI
BLIND STANDARD COLOR) AT ALL EXTERIOR WINDOWS. ALTERNATE PRICE
DFC 0 5 2019
TO UPGRADE TO ROLLER SHADES (BL-2, INSIDE MOUNT, TEKSOLAR,
MANUAL OPERATION, 5% OPEN TEEK-FABRIC 95; MUSHROOM OR
EQUIVALENT WITH ALUMINUM FASCIA)
City of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
NOV 0 8 2019
,:IERMIT CENtTER
DOOR &FINISH
SCHEDULES
a PP -A
EXISTING SUSPENDED CEILING SYSTEM WITH
CONTINUOUS BATT INSULATION ON TOP.
SCREW TO TRACK WITH (2) #10
SELF -TAPPING SCREWS
( 20 GA CEILING JOISTS @ 24T' OC - MAX 1/2"
1ECTION (L/240) W/ 6'T SOUND BATT
ULATION
" GWB OVER 3-5/8" X 1-5/8" 20 GA METAL STUDS
!4" OC W/ SOUND BATTS. SEE ALSO PARTITION
1E 1.
LING PER PLAN
METAL STUD RUNNER SAME GAUGE AS PARTITION
W/ MINIMUM I" LONG FLANGES ATTACHED TO
EXISTING CONC SLAB WITH POWER -DRIVEN
FASTENERS AT 24" OC - HILTI "X-DNI" PINS, I"
PENETRATION MINIMUM WITH 7/8" DIA WASHERS.
ICC-ES REPORT NO ESR-1663
RR/OFFICE PARTITION 4
R-38 CONTINUOUS BATT INSULATION
ENTIRELY ABOVE DECK W/ FSK-25
VAPOR BARRIER FACE, FACING WARM
SIDE, TYP.. INSTALL AIR BARRIER
(DUPONT, TYVEK OR EQUIVALENT)
BETWEEN FRAMING AND INSULATION
6" 20 CA CEILING JOISTS @ 24�'OC -
MAX 1/2" DEFLECTION (L/240)
WATER RESISTANT GWB CEILING
WATER RESISTANT GWB OVER 6" x
1-5/8', 25 GA MTL STUD @ 24" OC MAX
1/2" DEFLECTION (1240)
SOUND BATT INSULATION
METAL STUD RUNNER SAME GAUGE AS
PARTITION W/ MINIMUM 1"LONG
FLANGES ATTACHED TO EXISTING CONC
SLAB WITH POWER -DRIVEN FASTENERS
AT 24" OC - HILTI "X-DNI" PINS, I"
PENETRATION MINIMUM WITH 7/8" DIA
WASHERS.
ICC-ES REPORT NO ESR-1663
RR PLUMBING WALL
SIM: USE WALL TYPE 1 STUD SIZE & TYPE
1. INTERIOR PAK i i I IONS (NON -LOAD BEARING)
• VERIFY SIZE, CAUG F AND SPACING WITH STUD MANUFACTURER AND/OR
INSTALLER Nelco Architecture, Inc.
• BASIS OF DESIGN: LATERAL LOAD = 5 PSF, DEFECTION LIMIT = L/240 WITH
GWB FINISH BOTH SIDES OF WALL OR 1 1/2" X 20 GA STRAP BRACING @
48" OC WITH 2 #10 SCREWS EACH STUD ON ONE SIDE OF WALL
HEIGHT OF WALL
STUD SIZE & GAUGE
SPACING
UP TO 15' HIGH
3-5/8"xl 5/8",18 CA SS
24" OC MAX
15'-0" to 24"-9`
6" x 15/8", 18 GA SS
2,V' OC MAX
24'-9" to 32"-0"
6" x 2", 16 GA SS
16" OC MAX
32'-0" to 42"-0"
8" x 2", 14 GA SS
16" OC MAX
STRUCTURE/ BRACE: 8" MIN 25GA METAL STUD OR 31,V' DIA RIGID METAL
U"'
EXTERIOR
OR
CONDUIT AS DETERMINED BY HEIGHT OF STRUCTURE,
R WALL
WALL/ RR WALL
FLATTEN END AND BEND, SCREW TO TOP TRACK OF
*
PARTITION W/ SELF TAPPING SHEET METAL SCREW, SCREW
HILTI X-ZF230THP
OTHER END TO UNDERSIDE OF STRUCTURE ABOVE OR TO A
W/ Y4" I
STRUCTURAL WALL OR FRAMED WALL WITH HARD LID
EMBEDMENT
FRAMING
NOTE: A PERPENDICULAR
2 - #10
INTERSECTING WALL MAY
SELF -TAPPING
SUBSTITUTE FOR A RIGID BRACE.
SCREWS
SPACE BRACE AT 8'-0" OC MAX.
NOTCH CEILING
ALTERNATE DIRECTION (1800)
TILE AS REQTD
EVERY OTHER BRACE OR PER
PROVIDE AT ALL
LOCAI-JURISDICTION
PARTITIONS
CONTINUOUS BATT INSULATION
EXISTING SUSPENDEDJ
ON TOP OF EXISTING SUSPENDED
ACOUSTICAL CEILING
CEILING SYSTEM. RETURN/REPAIR
(ATTACHED TO
INSULATION BACK TO CONTINUOUS
STRUCTURE ABOVE),
AT PROJECT COMPLETION.
SCREW TO TRACK WITH (2) # 10
"U'METAL TRIM AT
SELF -TAPPING SCREWS
TOP OF WALL, TYP OFFICE
OFFICE METAL STUD RUNNER SAME GAUGE AS
, I——
PARTITION W/ MINIMUM 1T'UONG
GWB OVER 3-5/8" x 1-5/8",
FLANGES ATTACHED TO EXISTING CONC
25 GA MTL STUD FRAMING
SLAB WITH POWER -DRIVEN FASTENERS
@ 241, OC
AT 24" OC - HILTI 'X-DNI" PINS, I"
PENETRATION MINIMUM WITH 7/8' DIA
WASHERS.
ICC-ES REPORT NO ESR-1663
INTERIOR PARTITION
1A: PROVIDE SOUND BATTS IN WALL ONLY
IDE SOUND BATTS IN WALL AND ABOVE CEILING TO 2'-0" EACH SIDE OF PARTITIOP
1200 Fifth Ave.
Suite 1300
Seattle, WA 98101
Phone: (206) 408-8500
WWW.NELSONWORLDWIDE.COM
Client Representativei
Firm Name: KIDDER MATHEWS
Attn: WENDIE BILLINGS
T: 206.248.6531
E-mail:WENDIE.BILUNGS@KIDDER.com
CLIENT,
KIDDER MATHEWS
12886 INTERURBAN AVE S
SEATTLE, WA 98168
PROJECT
SOUTHCENTER BUISNESS PARK
SPECULATIVE SUITE
1147 & 1151 ANDOVER PARK WEST
TUKWILA, WA 98188
Description: No: Date:
PERMIT SET 11/07/2019
I )
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SEAL:
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RE TERED
A HITECT
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,STATEOFV"A'S N TON
TEVI-E-WED F
D
FREVIEW 0
CODE CO E FOR
W
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W
'PLI
__q IANCEI
— 1"%jVi=U I CITY STAMP.
0 5 2019
LDEC
City of Tukwila
EBUICLDING DIVJISION
WALL TYPES
RECEIVED
CITY OF TUKWILA
Pr0j. No: 19.0000894.001 Reviewed By: JAKE;
NOV 0 8 2019
PERTAIT CENTER
A8.1